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Item 6B - PlansGENERALNOTES 1. MULTIPLE BID PACKAGE THE WORK SHOWN ON THESE DRAWINGS IS OF MULTIPLE BID PACKAGES BEING COORDINATED BY A CONSTRUCTION MANAGER. 2. CONSTRUCTION DOCUMENT COORDINATION: A.) REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR COMPLETE REQUIREMENTS AS COORDINATION IS REQUIRED BETWEEN VARIOUS PORTIONS OF THE WORK. (EXAMPLE: REFER ARCHITECTURAL DRAWINGS FOR LOCATING MECHANICAL, PLUMBING, & ELECTRICAL.) B.) ANY WORK NOTED AS BY THE GENERAL CONTRACTOR OR BY OTHERS WILL BE ASSIGNED BY THE CONSTRUCTION MANAGER TO THE WORK OF THE TRADE CONTRACTOR GENERALLY PROVIDING THAT TYPE WORK. 3. ALLOWANCES: A.) REFER TO SPECIFICATIONS, SECTION 01 2100 FOR RULE DESCRIPTION: B.) PORTIONS OF THE WORK MAY BE BID AT A LATER TIME AND PAID FOR BY FUNDS ASSIGNED TO CASH ALLOWANCES. 4. ITEMS NOT INCLUDED: 5. SITE: A.) REFER TO FLOOR LEGEND FOR INDICATIONS ON DRAWINGS. B.) ITEMS TYPICALLY PROVIDED BY OWNER: 1) LOOSE FURNITURE 11) INSTRUCTIONAL AND NON -INSTRUCTIONAL COMPUTER SYSTEMS. A.) REFER TO CIVIL PLANS FOR SITE GRADING INFORMATION. SLOPE OF SIDEWALKS IS NOT TO EXCEED 5% IN DIRECTION OF TRAVEL AND A 2% CROSS SLOPE. PROVIDE LEVEL SURFACE WITHIN 6-0" OF EXTERIOR DOORS. B.) REFER TO ARCHITECTURAL & STRUCTURAL PLANS FOR HORIZONTAL DIMENSIONAL CONTROL OF BUILDINGS. REFER TO ARCHITECTURAL PLAN A100 FOR SIDEWALKS AND SITE CONCRETE. REFER TO CIVIL DWG'S FOR PAVEMENT DIMENSION CONTROL. C.) SIDEWALKS WITHIN PROPERTY BOUNDARIES SHALL BE CONSTRUCTED ACCORDING TO ARCHITECTURAL PLANS, DETAILS, AND SPECIFICATIONS. D.) SEAL ALL JOINTS BETWEEN BUILDING AND SIDEWALK ADJACENT TO BUILDING. E.) CONTRACTORS COORDINATE ACTUAL ADJACENT LANDSCAPE GRASS AND IRRIGATION SYSTEMS TO BE REPAIRED WITH ALL NEW WORK (NEW TO ALIGN WITH AND MATCH EXISTING = TYPICAL) 6. DIMENSIONS: A.) DO NOT SCALE DRAWINGS UNLESS AUTHORIZED BY ARCHITECT FOR SPECIFIC ITEMS. B.) DIMENSIONS ARE TYPICALLY SHOWN TO CENTERLINE OF COLUMN, FACE OF METAL STUD (NOT FACE OF DRYWALL), OR FACE OF MASONRY UNLESS SPECIFICALLY NOTED OTHERWISE. PLAN DIMENSIONS AND OTHER DIMENSIONS TO FACE OF BRICK VENEER TYPICALLY REFER TO FACE OF NON -PROJECTED BRICK. C.) DIMENSIONS OF MASONRY COLUMN SURROUNDS ARE MODULAR. MAINTAIN 3/8" VERTICAL MORTAR JOINTS (REFER TO DETAILS). D.) DIMENSIONS ARE TO BE CAREFULLY REVIEWED BY CONTRACTORS AND DISCREPANCIES REPORTED TO ARCHITECT FOR CORRECTION BEFORE PROCEEDING WITH THE AFFECTED AREA OF THE WORK. E.) COORDINATE OPENINGS REQUIRED FOR ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, LOCKERS, ETC. WITH SCHEDULED SIZE. 7. SCHEDULED ITEMS: A.) FOR ITEMS ON THE SYMBOL LEGEND OR TREATMENT OF THE FOLLOWING TYPICAL ITEMS, REFERENCE THE FOLLOWING INFORMATION: DOORS/ WINDOWS REFER TO A300'S MARKERBOARDS/TACKBOARD REFER TO A300'S PARTITION TYPE REFER TO A300'S HANDICAP MOUNTING HEIGHTS REFER TO G200'S LINTELS (CMU & STEEL) REFER TO STRUCTURAL CASEWORK/ MILLWORK ELEVATIONS REFER TO A700'S B.) KEY BOX TO BE RECESSED (5'-0" AFF) INTO BRICK VENEER AT FRONT ENTRIES OF MAIN BUILDING. CONTACT FIRE MARSHAL FOR PURCHASE REQUIREMENTS AND INSTALLATION HEIGHT. REFER TO FLOOR PLANS FOR ADDITIONAL KEY BOX LOCATIONS. 8. MOISTURE PROTECTION: A.) MASONRY CONTRACTOR IS TO CAREFULLY REVIEW ROOFING DRAWINGS AND ARCHITECTURAL DRAWINGS BEFORE STARTING WORK TO COORDINATE EXACT LOCATIONS OF THRU-WALL FLASHING AND STEPPED FLASHING. B.) FLEXIBLE FLASHING AT LINTELS ABOVE OPENINGS AND ABOVE STEPPED FLASHING IS TO BE END DAMMED TO STOP LATERAL DRAINAGE AND DIRECT DRAINAGE TO WEEP OPENINGS. C.) INSTALL FLEXIBLE FLASHING OVER ALL STEEL PENETRATIONS IN SHEATHING. 9. DRYWALL: A.) PROVIDE MOLD RESISTANT GYPSUM BOARD AT PARTITIONS AT ALL TOILET AREAS AND CEMENTITIOUS OR GLASS -MAT OR TILE BACKER AT SHOWER AREAS. B.) ALL GYPSUM BOARD SHALL BE TYPE'X' EXCEPT AS OTHERWISE REQ'D FOR TESTED ASSEMBLY RATING. C.) PROVIDE FIRE TREATED WOOD BLOCKING OR WHERE SPECIFICALLY INDICATED STEEL BACKING PLATES AND HORIZONTAL REINFORCING IN THE WALL FOR ANCHORAGE OF TOILET PARTITIONS, GRAB BARS, WALL CABINETS, TV DISPLAYS, AND MARKER OR TACK BOARDS. D.) GYPSUM BOARD AS PART OF A FIRE RATED ASSEMBLY IS TO BE EXTENDED AS NECESSARY TO PROVIDE FIRE RATED PROTECTION. CUT GYPSUM BOARD TO A CLOSE FIT TO IRREGULARITIES SUCH AS BAR JOISTS AND SEAL AS REQUIRED FOR FIRE RATINGS. 10. PENETRATIONS / EXPANSION JOINTS: A.) MECHANICAL PENETRATIONS THRU FIRE RATED PARTITIONS OR FLOORS ARE TO BE PROVIDED WITH FIRE DAMPERS. (REFER TO MECHANICAL DRAWINGS.) B.) ROOF PENETRATIONS - LOCATE INDIVIDUAL PENETRATIONS WITH 12 INCH MINIMUM CLEARANCE FROM EACH OTHER AND ALL WALLS AND CURBS. C.) PENETRATIONS THRU WALLS FLOOR CEILING/ROOF WHICH ARE FIRE RATED (AS NOTED OR SCHEDULED) ARE TO BE SEALED AIR TIGHT WITH FIRE RATED SEALANT PER SPECIFICATION. D.) EXPANSION JOINTS - REFER TO SCHEDULED PENETRATIONS PROTECTION IN RATED WALLS, FLOORS - DRAWING A520'S AND AS SPECIFIED/DETAILED FOR EXPOSED LOCATIONS. E.) 3/8" CONTROL JOINT IN GYPSUM BOARD IS TO BE USG #093. PROVIDE GYPSUM BOARD CONTROL JOINTS ABOVE AND BELOW EACH EDGE OF DOORS/WINDOWS AND AT OTHER LOCATIONS AS INDICATED ON ELEVATIONS AND AS SPECIFIED. F.) 3/8" EXPANSION JOINTS IN BRICK SHALL BE SEALED WITH SEALANT AS SPECIFIED OVER BACKER ROD AND COMPRESSIBLE FILLER. G.) 1" EXPANSION JOINT IN EXTERIOR BRICK SHALL BE SEALED WITH SEALANT AS SPECIFIED OVER BACKER ROD AND PREFORMED COMPRESSIBLE FILLER. 11. DOORS, WINDOWS, AND GLAZING: - REFER TO A301 A.) HARDWARE: ALL DOOR LOCKSETS SHALL COMPLY WITH T.A.S. (ADA) STANDARDS 4.13.9 AND HAVE A MAXIMUM OPERATING FORCE OF 5 LBS. MAXIMUM. DOOR CLOSER OPENING FORCE SHALL NOT EXCEED 5 LBS. FOR INTERIOR DOORS WHEN MEASURED 30" FROM THE HINGE SIDE OF THE DOOR. SET DOORS AT 8 LBS. FOR EXTERIOR DOORS. B.) ALL GLASS IN A RATED DOOR OR PARTITION SHALL BE RATED TO MATCH OPENING RATING. (REFER TO DOOR AND WINDOW SCHEDULE) C.) ALL EXTERIOR WINDOW GLASS (INCLUDING ENTRY DOORS) IS TO BE 1" DOUBLE GLAZED INSULATED UNITS (TINTED) D.) PROVIDE WINDOW COVERINGS AT ALL INTERIOR OF EXTERIOR WINDOWS OF BUILDINGS. 12. FINISHES: A.) CONCRETE MASONRY UNITS 1.) EXPOSED CORNERS OF INTERIOR CMU ARE TO BE BULLNOSED EXCEPT THE FIRST COURSE ABOVE THE FLOOR BE SQUARED WHERE SCHEDULED TO RECEIVE BASE. B.) STUCCO FINISHES: 1.) EXTERIOR STUCCO FINISH SHALL BE INTEGRALLY COLORED, AS SELECTED BY ARCHITECT. PROVIDE ALL EDGE TRIM, SCREEDS, AND REVEALS AS DETAILED AND AS REQUIRED BY STANDARD INDUSTRY PRACTICES. C.) METAL FLASHING AND EXPOSED STRUCTURE - REFER TO ELEVATIONS AND SECTIONS FOR LOCATIONS. EXPOSED STEEL STRUCTURE SHALL BE FINISH PAINTED IN FIELD. EXPOSED METAL FLASHINGS NOT INDICATED TO BE PRE -FINISHED SHALL BE FIELD PAINTED. D.) INTERIOR FINISHES: 1.) REFER TO "FINISH CODE" ON A900'S FOR FINISHES. 11.) EXTEND FLOORING OF ROOM INTO CASEWORK KNEESPACE AND TOE SPACES. FINISH REAR WALL OF KNEESPACE TO MATCH WALL FINISH OF ROOM. III.) PROVIDE RESILIENT TRANSITION STRIP AT ALL CHANGES OF FLOORING TYPE. TRANSITION BETWEEN ROOMS IS TO OCCUR AT THE CLOSED DOOR LOCATION. IV.) ALL CONCRETE STRUCTURE TO BE LEFT EXPOSED ON THE INTERIOR OR EXTERIOR IS TO BE HAND RUBBED SMOOTH BEFORE FINISHING. Vicinity Map Area Map 12 75 W Bob Jones Rd v 00 m 8 ❑ T a U 35W n Y� q z N Field Dr THE CLARIDEN SCHOOL 77 11 � p 11 d 11 King a ng Ranch R � 81 7 © 35E 635 S �5�U� wp� � L: V E]Q D � 121 97 67 635 a-75 Pavilion Dr O 16 11 30 18 12 8HE 20 FORT 121 60 DALLAS 30 80 RID N �a oS L S Field Dr WORTH 30 80 30 80 80 30 408 35E 7 L? o � 45 20 35W 20 18 Clariden Ranch Rd 6b 820 20 67 77 20 7 60 a 8 7 Mesa Ranch Rd a m w � m U z 45 TRUE NORTH TRUE NORTH GENERAL G001 Cover Sheet & Index G301 Code Sheet G401 Axonometric Views CIVIL C1.0 Site, Grading, & Drainage Plan C2.0 General Notes & Site Details STRUCTURAL . wv l ,.- - -, .,_�_ general I�0tes cnn� V V VL Statement c+„+,. ,, S200 Overall Foundation Plan S201 Enlarged Canopy Foundation Plan S210 Overall Canopy Roof Plan S211 Enlarged Canopy Roof Plan S301 Typical Concrete Details S302 Concrete Details S501 Typical Steel Details ARCHITECTURAL AD100 Demolition Site Plan A100 Overall Site Plan A111 Enlarged Site Plan A113 Site Plan Details 7TL n 291 FlooF Plan I 1 Gym - n 202 Fle " o� n i4s -A203 FIGOF Plan LeweF Sehe l -A20 F100r Plan ndFn*n Add. Alternate #1 Base Bid: No IDF scope in Lower School Add Alternate Bid: New IDF in Lower School as shown in drawings. Alternate #2 Base Bid: New circuits added to new UPS as shown. Add Alternate Bid: Add 120v transformers to identified existing circuits and add them to the new UPS. OWNER The Clariden School (682) 237-0400 www.claridenschool.org MEP MEP100 Overall Site Plan - MEP _Mpoo uV IDD201 nv� FloymDome uVAG + Plumbing Av4,,P_Di I - Lower S hool D - PIllmUna MPrl-2 0 4 Floor Plan - Admin Demo - HVAG + Plwpqbmpg MP203 Floor Plan Lower School H\�AG 1 Phirnbon -M i i - nluing E001 Electrical Legends and Abbreviation ED201 Floor Plan - Gym Demo - Electrical ED202 Floor Plan - Arts Demo - Electrical ED203 Floor Plan - Lower School Demo - Electrical ED204 Floor Plan - Admin Demo - Electrical - —Power E301 Floor Plan - Gym - Lighting E302 Floor Plan - Arts - Lighting E303 Floor Plan - Lower School - Lighting E304 Floor Plan - Admin - Lighting E306 Floor Plan - STEAM - Lighting IL`tV I VI a Line E501 Schedules Electrical TECHNOLOGY T000 Index T100 Overall Site Plan T204 Floor Plan Adn9on T-5e2 Details T601 Security Details THIS PARTIAL DRAWING SET WAS ISSUED FOR SITE PLAN APPROVAL PURPOSES ONLY. USE ONLY THE CURRENT AND COMPLETE CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PUPOSES. THE CLARIDEN SCHOOL ARCHITECT WRA Architects, Inc. 214-750-0077 www.wraarch itects.com CIVIL ENGINEER Langan Engineering 817-328-3200 langan.com LANDSCAPE ARCHITECT Langan Engineering 817-328-3200 langan.com STRUCTURAL ENGINEER Ponce Fuess Engineering. LLC 469-310-2850 www.ponce-fuess.com MPE ENGINEER Meza Engineering, Inc. 214-428-7744 www.mezaengineering.com/ TECHNOLOGY CONSULTANT True North Consulting Group 256-266-6393 WWW.tncg.com CONSTRUCTION MANAGER Steele & Freeman, Inc. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 817-232-4742 www.steelefreeman.com © WRA Architects, Inc. 2023 la'ODE ANA 1,YSIS: APPLICABLE CODES AND STANDARDS 2021 International Building Code/Amendments 2020 National Electric Code/Amendments 2021 International Energy Conservation Code 2021 International Mechanical Code/Amendments 2021 International Plumbing Code/Amendments 2021 International Fire Code/Amendments 2010 Americans with Disabilities Act 2012 Texas Accessibility Standards 2014 ICC-500 BUILDING INFORMATION The project is a remodel of multiple existing buildings on the school campus including repurposing an existing room as an IDF, creating a new room for an IDF, adding new and existing circuits to a new batter back-up system, site security fencing, cameras, and related finish work. Existing School Building Construction Concrete slab on void and slab on grade for existing buildings Structural steel framing and Insulated concrete forms and structural steel columns. Lightweight insulating concrete roof over a concrete composite slab structure for the STEAM building Refer to drawings and project manual. CONSTRUCTION TYPE -Remodel -Type II-B Building Elements not required to be rated. -Group E Educational Occupancy ZONING CURRENT LAND IS ZONED: Generalized Site Plan SP2 2021 International Building Code CHAPTER 3 CHAPTER 7 FIRE AND SMOKE PROTECTION FIRE WALLS (Section 706) HORIZONTAL PROJECTING ELEMENTS (Section 706.5.2) Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall. Exceptions: 1. Horizontal projecting elements without concealed spaces, provided that the exterior wall behind and below the projecting element has not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 2. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1-hour fire -resistance -rated wall extends through the concealed space. The projecting element shall be separated from the building by not less than 1-hour fire -resistance -rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire -resistance rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. HORIZONTAL CONTINUITY (Section 706.5) Fire walls shall be continuous from exterior wall to exterior wall and shall extend not less than 18 inches (457 mm) beyond the exterior surface of exterior walls. Exceptions: 1. Fire walls shall be permitted to terminate at the interior surface of combustible exterior sheathing or siding provided that the exterior wall has a fire -resistance rating of not less than 1 hour for a horizontal distance of not less than 4 feet (1220 mm) on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 2. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing, exterior siding or any other noncombustible exterior finishes provided that the sheathing, siding or other exterior noncombustible finish extends a horizontal distance of not less than 4 feet (1220 mm) on both sides of fire wall. 3. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. USE AND OCCUPANCY CLASSIFICATION CHAPTER CLASSIFICATION (Section 302) GENERAL (Section 302.1) INTERIOR FINISHES Occupancy classification is the formal designation of the primary purpose of the building, structure or portion thereof. Structures shall be classified into one or more of the occupancy groups specified in this section based on the nature of the hazards and risks to building occupants generally associated with the intended purpose of the building or structure. An area, room or space that is intended to be occupied at different times for different proposed with all applicable reqirements associated with such potential mulitpurpose. Structures containing multiple occupancy groups shall comply with Section 508. Where a structure is proposed for a purpose that is not specified in this section, such structure shall be classified in the occupancy it most nearly resemebles based on the fire safety and relative hazard. Occupied roofs shall be classified in the group most nearly resembles, according to the fire safety and relative hazard, and shall comply with Section 503.1.4. 3. Educational (see Section 305): Group E. EDUCATIONAL GROUP E (Section 305) GROUP E - EDUCATIONAL OCCUPANCY (Section 305.1) Educational Group E Occupancy includes, among others, the use of a building or structure, or a portion thereof, by six or more persons at any one time for educational purposes through the 12th grade. CHAPTER 6 TYPES OF CONSTRUCTION CONSTRUCTION CLASSIFICATION (Section 602) GENERAL (Section 602.1) Buildings and structures erected or to be erected, altered or extended in height or area shall be classified in one of the five construction types defined in Sections 602.2 through 602.5. The building elements shall have a fire -resistance rating not less than that specified in Table 601 and exterior walls shall have a fire - resistance rating not less than that specified in Table 705.5. Where required to have a fire -resistance rating by Table 601, building elements shall comply with the applicable provisions of Section 703.2. The protection of openings, ducts and air transfer openings in building elements shall not be required unless required by other provisions of this code. Table 601 Fire Resistance Rating Requirements for Building Elements(hours) Building Element Type II -A Primary Structural Frame Incl. Columns, Girders, Trusses 1b•° Bearing Walls Exterior 1 Interior 1 Nonbearing Walls and Partitions Exterior See Table 602 Interior 0 Floor Construction Including Supporting Beams and Joists 1 Roof Construction and Secondary Members 1b,° a. Roof supports: Fire -resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. b. Except in Group F-1, H, M and S-1 occupancies, fire protection of structural members in roof construction shall not be required, including protection of primary structural frame members, roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire -retardant - treated wood members shall be allowed to be used for such unprotected members. c. In all occupancies, heavy timber complying with Section 2304.11 shall be allowed for roof construction, including primary structural frame members, where a 1-hour or less fire -resistance rating is required. Table 705.5 Fire Resistance Rating Requirements for Exterior Walls based on Fire Separation Distancea, d• g Fire Separation Distance Type of Construction Group E X < 5c Type II -A 1 5c 5 X < 10 Type II -A 1 10 <_ X < 30 Type 11-A 1 c > 30 Type II -A 0 a. Load -bearing exterior walls shall also comply with the fire -resistance rating requirements of Table 601. c. Open parking garages complying with Section 406 shall not be required to have a fire -resistance rating. d. Open parking garages complying with Section 406 shall not be required to have a fire -resistance rating. g. Where table 705.8 permits nonbearing exterior walls with unlimited area of unprotected openings, the required fire -resistance rating for the exterior walls is 0 hours. SECTION 603 Combustble Material In Types I and II Construction 603.1 Allowable materials Combustible materials shall be permitted in buildings of Type I or II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3: 7. Interior wall and ceiling finishes installed in accordance with section 803 7 ti O O M N O N ti ti 803.1.2 Interior wall and ceiling finish materials tested in accordance with ASTM E84 or UL 723. Interior wall and ceiling finish materials shall be classified in accordance with ASTM E84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke -developed indices. Class A = Flame spread index 0-25; Smoke -developed index 0 -450 Class B = Flame spread index 26-75; Smoke -developed index 0 -450 Class C = Flame spread index 76-200; Smoke -developed index 0 -450 Exception: Materials tested in accordance with Section 803.1.1 and as indicated in Sections 803.1.3 through 803.13. Code Symbols Legend Occu ant Load p Designation — - — - — 1-Hour Fire Resistance Rating OCCUPANCY # OF OCCUPANTS aEgress Occupant Capacity — - - — 2-Hour Fire Resistance Rating OEgress Width Travel Distance Lower School Code Sheet 1/8" = 1'-0" Arts Code Sheet 1/8" = 1'-0" PRIMARY CLASSROOM 405 TO C4 ELEI TEL 41 HALLWAY C402 TRAVEL DISTANCE= 110' TRAVEL DISTANCE= 41' HALLWAY C400 L L IDF 402 PRIMARY CLASSROOM 404 NO OCCUPANCY CHANGE MEN 529 115 SF SPRINK 1 + STOR. 527 39 SF CONFERENCE TOR. 517 163 SF FS 525 '278 SF OFFICE 521 145 SF WORKROOM 523 365 SF OFFICE 519 145 SF FILE ROOM 515 68 SF OFFICE 513 141 SF HALLWA 25 154 SF OFFICE 511 ) 141 SF I N AREAS OF WORK WOMEN 514 116 SF GALLERY C504 558 SF TRAVEL DISTANCE= 38' UNISEX TOILET HALLWAY 507 27 47 SF 11 719 SF INFIRM 142 NURSE 503 69 SF OFFICE 509 193 SF RECEPTIONIST 501 111 SF Admin Code Sheet 1/8" = 1'-0" RECEPTION C500 278 SF f JANITOR 512 38 SF WORKROOM 502 361 SF WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com N O W � � W Qa J fLLn V � O 0 U) U Z N Z LL W 0 U� J LU C) U) C) REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Code Sheet G301 © WRA Architects, Inc. 2021 7 N N O O 66 Co N O N ti ti South East Axon WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com N Co W � � W Qa J fLLn V � o U) U Z N Z LL W C) Ury J W C) C) REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Axonometric Views G401 South West Axon. © WRA Architects, Inc. 2021 1 2 3 1 4 a i a N 89°43'25" E 1,127.20'_ 5 i 7 10 —�/--� — — — — — — — —�----- — / p, / I— BENCH BENCH / BF / O // / / / / / / (ADI / GALL AME 4Af (SFi6RMER B // / / /j)/ q / / / GAS /TEST/ TA 10X1 / / / \ ONE STORY �\ BRICK BUILDING 2 (LOWER SCHOOL) FF=591.00 PREVIOUS FINISH GRADE IS NO LESS THAN 6" BFF ONE STORY 2 BRICK BUILDING 1 co cP13 o P I f (FINE ARTS) _FF = ±589.62 PREVIOc S FINISH GRADE I / IC I IF I , 4* \ ♦•` \ • i \N11/ IN \"A" SCALE: 111=101 El t LP� ` \ 1 11 I INSET "A" ANS'fQIOR \ / \ EB LP LP / EROSION CONTROL: Throughout the project and the maintenance period for turfgrass, it is the Contractor's responsibility to maintain the topsoil in place at specified grades. Topsoil and turfgrass losses due to erosion or any other construction activities will be replaced by the Contractor until ESTABLISHMENT and ACCEPTANCE is achieved. SOIL PREPARATION: All slopes and areas disturbed by construction, except those occupied by buildings, structures, or paving shall be graded smooth and four (4") inches of topsoil applied. If adequate topsoil is not available onsite, the Contractor shall provide topsoil as approved by the Owner. The area shall be dressed to typical sections and plowed to a depth of five (F) inches. Soil shall be further prepared by the removal of debris, weeds and stones larger than 3/4 inch in diameter. After tillage and cleaning, all areas to receive turf shall be leveled, fine graded, and drug with a weighted spike harrow or float drag. GRASS SOD: Turfgrass sod shall be 100% "Cynodon dactylon" (Common Bermuda grass). Sod shall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile system of dense, thickly matted roots throughout the soil of the sod for a thickness not less than three-quarters (3/4") inch. Sod shall be alive, healthy, vigorous, free of insects, disease, stones, and undesirable foreign materials and grasses. The grass shall have been mowed prior to sod cutting so that the height of grass shall not exceed two (2") inches. Sod shall have been produced on growing beds of clay -loam topsoil. Sod shall not be harvested or planted when its moisture condition is so excessively wet or dry that its survival will be affected. All sod is to be harvested, delivered, and planted within a thirty-six (36) hour period of time. Sod shall be protected from exposure to wind, sun, and freezing. Should installation occur between November and March, sod shall include an over -seed of Annual Rye for a grown -in appearance. IRRIGATION: In the absence of an irrigation system or areas beyond the coverage limits of a permanent irrigation system, Contractor shall water sod temporarily to develop adequate growth and establishment before regular maintenance begins. Grass shall be watered until firmly established. Water shall be furnished by the Contractor with means and methods available to achieve acceptable turf. The water source shall be clean and free of industrial wastes or other substances harmful to the growth of the grass. MAINTENANCE REQUIREMENTS: Vegetation should be inspected regularly to ensure that plant material is established properly and remains healthy. Mowing, trimming and supervision of water applications shall be the responsibility of the Contractor until the Owner or Owner's Representative accepts and assumes regular maintenance. ESTABLISHMENT AND ACCEPTANCE: All disturbed areas recieving sod shall receive topsoil as specified and be adequately established such that any absence of water will not kill the grass, but promote a state of grass dormancy, until the next rainfall event. Regardless of unseasonable climatic conditions or other adverse conditions affecting planting operations and the growth of the turf grass, it shall be the sole responsibility of the Contractor to establish a uniform stand of grass. Contractor to make a written request for inspection to Owner or Owner's representative a minimum of 5 days prior to the anticipated inspection date. *** IMPORTANT IRRIGATION MODIFICATION NOTE *** IT IS NOT KNOWN BY LANGAN, THE INTEGRITY OF THE EXISTING IRRIGATION SYSTEM. THEREFORE, PRIOR TO ANY PROJECT AREA DEMOLITION OR IMPROVEMENTS, THE IRRIGATION CONTRACTOR SHALL MEET WITH THE CLARIDEN SCHOOL MAINTENANCE PERSONNEL TO LOCATE LIMITS OF COVERAGE AND ANY EXISTING SYSTEM FAILURES. WITH AN UNDERSTANDING OF PROPOSED IMPROVEMENTS, THE SCHOOL AND CONTRACTOR SHALL DETERMINE WHERE TO MODIFY THE EXISTING IRRIGATION SYSTEM TO QUANTIFY PROPOSED MODIFICATIONS. ANY COMPONENTS OF THE EXISTING SYSTEM TO BE SALVAGED SHALL BE DETERMINED BY THE SCHOOL. ADJUSTMENTS MAY BE NECESSARY TO THE EXISTING SYSTEM'S LIMITS OF COVERAGE TO PROVIDE A SEAMLESS TRANSITION WITH PROPOSED MODIFICATIONS TO THE SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ALL REPAIRS / MODIFICATIONS NECESSARY TO THE EXISTING IRRIGATION SYSTEM AS A RESULT OF THE IMPROVEMENTS PER THESE PLANS. !!!CAUTION!!! EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES BY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES. \ — \ 12' I' \ L4, ' _ 89, \ \CID \ \ \ S ��- • \\ \\ //� I I ♦ / I / INSET "B SCALE: 191=101 S8a � X M � M 581- TP 588.40 FG 586.25 587 5$a 588 I I I _ 2% _ MAX FF 588.15 TP 588.05— I - �_ I I r 58� TP 586.65 / FG 585.55 > �,�'0 \ I \ I SCALE: 1"=10' 8 1 9 **NOTICE TO CONTRACTORS - UTILITIES** THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNING MUNICIPALITY AND WHERE POSSIBLE MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. ** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY ** TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMED BY WINDROSE LAND SURVEYING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THE TOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR CONFIRMING THE LOCATION (HORIZONTAL/VERTICAL) OF ANY BURIED CABLES, CONDUITS, PIPES, AND STRUCTURES (STORM SEWER, SANITARY SEWER, WATER, GAS, TELEVISION, TELEPHONE, ETC.) WHICH IMPACT THE CONSTRUCTION SITE. THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES ARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED IN THE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOT CONFIRMING THE ACTUAL LOCATION (HORIZONTAL/VERTICAL) OF SAID CABLES, CONDUITS, PIPES, AND STRUCTURES SHALL BE BORNE BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS (PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNER SHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROM CONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER. FF 589.62 7P 589.50 589 ` 588 � TP 588.45 \ FG 586.50 S88 r_— I � f 1 J FF 588.15 / / / / TP 586.73 s� FG 585.65 586 TP 586.30 / r / 0 TP 586.35 �/ i / / TP 586.50 / / 40 GRAPHIC SCALE 0 40 80 FEET LEGEND PROPOSED CULVERT HEADWALL PROPOSED CONTOUR too EXISTING CONTOUR GRADE BREAK — — — — — — — — SPOT GRADE FG=100.50 FL FLOWLINE ME MATCH EXISTING FG FINISHED GRADE TP TOP OF PAVEMENT FF FINISHED FLOOR SYMBOL KEY 1O REMOVE EXISTING FENCE TO INSTALL U TUBULAR STEEL FENCE CONSISTENTLY RACKED WITH EXISTING SLOPE. (REF ARCH FOR FENCE DETAILS) O APPROXIMATE LOCATION OF 4' -5' GATE. (REF ARCH FOR ACTUAL LOCATION AND DETAILS) 0 o� Know what's below. Call before you dig. THESE PLANS ARE SUBJECT TO REVIEW & APPROVAL BY JURISDICTIONAL ENTITIES. J M N O N INSTALL 5COUR5TOP OVER 50D CITY OF SOUTHLAKE GENERAL NOTES 1. All construction shall be in strict accordance with the standards of the City of Southlake and governed by the North Central Texas Council of Government's Standard Specifmtions for Public Works Construction latest edition. 2. All materials and workmanship shall conform to the City of Southlake standards where they differ from NCTCOG standards. 3. The location of underground facilities indicated on the plans is taken from public records. It is the contractors responsibility to make rangements with the owners of such underground facilities prior to working in the area to confirm their exact location and to determine whether any additional facilities other than those shown on the plans may be present The contractor shall preserve and protect .II underground facilities. If existing underground utilities are damaged, the mrtrector will be responsible for the cost of repairing the utility. UNDERGROUND FACILITY OWNER TELEPHONE NUMBER Above Net Fiber (214) 869-8352 AT (214)745-2964 AT&T Take. (call DIGTESS) (BOO)34433]] Atmos Energy (817) 359-1313 Charter Communimtions (817)822-8]45 City of Soul (817) 7481 DIGTESS (Line Locates) (BOO) 34463]] Level(3) Communications (8]])366-8344 Oncor Electric Delivery (817)2156688 One Source Communications (817) 6926042 TRI County Electric (81])431-1541 Verizan Engineering (972)5]83354 4. Where existing utilities or service lines are cut, broken or damaged, the Convertor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Engineer at once of any conflicts in grades and alignment. 5. All excavations, trenching and shoring operations shall comply with the requirements of the U. S. Department of Labor, OSHA, "Orbit. Safety and Health Regulations.', Vol. 29, Subpart P. pg. 128 -137, and any amendments thereto. 6. Adequate measures net be taken to prevent erosion. In the event that signifcoM erosion occurs as are suit of construction the Contractor shall restore the eroded area to original condition or better. ]. The Contactor net restore all areas disturbed by construction to original mndifiob or better. Restored areas include, but are not limited to trench backflll, side slopes, fences, culvert pipes, drainage ditches, driveways, private yards and roadways. 8. All construction must adhere to the Tree Preservation Ordinance. GENERAL NOTES 1. The Contractor shall begin work be directed b the Owner/C or the Notice to Proceed 9 Y ty 2. The Contractors responsible for obtaining all necessary permits approvals and inspections prior to and throughout construction. 3 All shop drawings and submittals shall be proofread and reviewed by the General Contractor for approval prior to submittal to the Engine I. Subcontractor General Contractor shall cleady indicate, mark highlight, and properly Gary products to be considered for approval. Sub ni lta1. not proofread or rev awed or darifil properly shall be retumed unrea v wed. Contractor shall resubmit shop drawings and allow for suitable review time. Suitable review time shall be seven (7) working days for typical submidals and longer depending on the size and nature of the submittal. 4. Contractor net be responsible for quality control in the required construction surveying and materials testing. Dimensions shown and digital fles provided shall be used to layout the site. 5. All adjacent property tlamagad by the proposed construction net be restored to equal or better condition than which it was found before such work was undertaken (non -pay item). 6. All existing fences are to remain unless specified otherwise by the Owners representative. Any damage to fences shall be repaired at Contactors expense with new and like materials. ]. The Contactor is responsible for keeping existing driveways and sidewalks free of mud and debts from the construction at all times. 8. The Contractor shall maintain adequate site drainage during all phases of construction. The Contractor net use sit mmom(or other methods approved by the engineer and City) as required to prevent silt and construction debris from flowing onto adjacent properties. Contactor shall comply with all applicable federal, state, or local erasion, conservation, and siltation ordinances. Contractor shall ova all temporary erosion control devices upon completion of permanent drainage facilities for the establishment of gross or other growth to prevent erosion. 9. Disturbed areas that are seeded shall be checked periodically for full coverage of grass. All disturbed areas shall be watered, fertil'Ired, and unti seeded or sodded es necessary and by definleon•nr intained l an established send of grass can be rate...c Wth-car. Reference landscopIvior gation Plan (if provided) W mord irm, planting enhancements and limits of irrigation coverage. DEMOLITION NOTES 1. All demolition shall be closely coordinated with the owner's representative regarding items to be salvaged, those to be removed, etc. including any and all has preservation and transplanting activities, as outlined in the pre -construction meeting. Removal, relocation and/or disposal of any preexisting on -site trash, debris, or stockpiles shall be included in the total cost of demolition and shall be maMineted with the owners representative at all times. 2. Contactor shall comply 0 the fullest event with all regulations governing agendas regarding the demolition, removal, tromm.rafion and disposal of all demolition debts. 3. The corectors nthall assume responsibility for the promotion of all property comer monuments, benchmarks, control points, etc, and shall have, at his expense, all comer monuments replaced which are disturbed by construction activities. 4. The contractor shall inmr all costs for maintenance and repair of the existing fences to remain, irrigation systems to remain, utility lines, etc, as outlined in the specifications. 5. Notes shown hereon regarding specific items of demolition are general in nature, and are not intended to be wholly inclusive. The contractor shall demolish and remove all existing improvements to the satisfaction of the owner, as necessary for the construction of the proposed Improvements, and h the extern as noted In the specifications. 6. The mn.-rshot createple amstaging and..&Tiling arms for the deliveries of construction materials, concrete deliveries, topsoil, etc. in accordance with the owners representative and the project specifications. UTILITY NOTES 1. The Contractor shall be responsible for locating all utilities, whether private or public, prior to mobilization. Contractor shell visit the site and make all necessary observations and inspections 0 familiarize theme with the site and te hsite facilities. The information and data shown with respect to existing underground facilities at or contiguous to the site is approximate and based on information furnished by the Owners of such underground facilities or on physical appurtenances observed in the field. The Owner and engineer shall not be responsible for the ...racy or completeness of any such information or data; and, the Contractor, net have full responsibility for wing and checking all such information and data, for Ic.t ng all underground facilities, for coordination of the work with the Owners of such underground facilities during construction, for the safety and protection thereof, and repairing any damage thereto resulting from the work. The cost of all Will be considered m having been included In the contract price. 2. Contractor shall, in base bid provide all necessary fittings and appurtenances required In complete all connections, resolve utility conflicts and other incidental utility work shown on the plans or contained in the smcfcstimr, or required by governing agencies 0 include, but not limited to temporary services: valves, bones, meters, bell prey mrs, lire department connections, etc. including the repair or replacement of any existing irrigation system. Contractor shall misellower or adjust all existing utility mains In conflict with proposed utilities as part of the base bid for all known or unknown lines. 3. The Contractor shall notify all affected utility companies or agendas in writing at least 1 week prior to beginning construction. The Contractor shall be responsible for and make ameng.ral for any and all temporary utilities, permits, and agreements. 4. The Contractor net prated all utilities during the construction of this project. The Contactor shall give the City, residents and businesses affected by any anticipated water or sewer service disruptions at least forty-eight (48) hours pin or notice. 5 Contractor shall cmind a motion and ma nta n adequate clear zone between the Contractors equipment and an s 9any line. 6 The Contractor net rated alle imtln oles s anholes telephones risen, water valves utltse etc aunt all P 9 H-I,c sign, m p g constructiontlephases ContractoralIIs, lies hyd mtoreplace any damaged items and restoreany servcac that havebeen disturbed All manholes, clean -outs, water valves, fire hydren. and other appurtenances must be adjusted to final grade before the Owner will accept the work. co EARTHWORK NOTES 1. Placement of topsoil to within 0.10' of Mish grade. See topsoil specification should imported material be necessary. CITY OF SOUTHLAKE PAVING NOTES 1. All fill shall be compacted to a density of at least ninety-five(95%)percent standard proctor as per ASTM D 6% at or above optimum moisture content Lilts shall be as specified per the soils lab recommendation and as approved by the City. All fill shall be tested as installed and canted by an approved soils laboratory PAVING NOTES 1. The Contractor is solely responsible for performing all construction layouts from the site layout digital control points and from the dimensions shown. The Contractor must notify the engineer of any discrepancies in advance and allow for the engineers response before proceeding with the work. 2. Prior to paving installation, contractor to reference all plan sheets to identify all sleeves and conduit necessary to support franchise utility services, technology/security, site lighting, irrigation, etc. Contractor shall confirm with Owner and/or Owners representative to verify size, location, and quantity. 3. Unless otherwise noted, subg,d, shall be stabilized to 12" beyond the back of curb or edge of pavement par Gactech recommendations unless stated otherwise. All concrete strength and reinforcing steel shall be Per project geotechniml recommendations. Sidewalks within landscape areas shall be minimum 4" thick. 4. All pavement within 5' of proposed building(s)shall adhere to the smuchural recommendations and or Amhimclural requirements. Rehr to Inou l and archibecturol plans and related technicaspifications. l ecCivil pavement limits begin 5' outside the building. In the event of of a conflict with the Structural and or Architectural within this ..., the Structural/ Architect reguimbummsshall govem. 5. All reinforcing steel and dowel bars in pavement shall be supported and maintained at the correct clearances by the use of bar chairs or other approved support. 6. Connectionafthe proposed sidewalk to existing paving, all building, and wheelchair temps shall be considered subsidiary tothe met of the construction of the sidewalk. All joints (expansion, isolation, contraction, 8 construction) for concrete paving and incidental cracks shall be sealed and installed in accordance with the American Concrete Pavement Association (ACPA) re commendation.. Contractor shall observe the archdecNrel and structural jointing layouts. In the event of a discrepancy or conflict for site paving, the Contractor shall refer h ACPA publication IS061.01P and SiIP for the joint specifications and the layout of pavement join. (tan -pay item). ]. The Contactor shall use care during ..it stabilization and compaction adMties so as not 0 adversely aged landscape areas or utility lines wth sail stabilization treatmen.. After compaction and prior to placing grass, the upper inches (8") of all landscaped areas shall be oersted, tilled, or otherwise processed so as to promote healthy root growth for turf and other vegetation. The Contractor will be responsible for any IsPeire, undercutting, removal, disposal, and b.&I'lling of these areas if stabilization is discovered (non -pay tam). NOTE: AT MULTIPU SHALL BE M OUT5IDE Of ` sr PROPOSED CONCRETE (REFER TO SPECS) QQG W.W.F. INSTALL 5COUR5TOP OVER 50D (REF PLAN) END OF PIPE TEL SUBGRADE NOTES: I . SLOPE PROTECTION SHALL BE INSTALLED ON ALL PIPES DISCHARGING INTO A POND. 2. HDPE PIPE SHALL NOT HAVE BEVELED END AND THUS SHALL UTILIZE A PRECASTHEADWALLSYCtD Tt PRECAST,AMERICANINDU5TRIAL,C5R OR HAN50N PIPE, HEADWALUOUTFALL DETAIL N.T.5. SECTION SECTION I STORM DRAIN LINES WITHIN EXISTING STREETS, ( STREET LIMITS SHALL EXTEND FROM 2' BEYOND BACK SECTION 2 OF CURB TO 2BEYOND BACK OF CURB) BACKFILL AND STREET REPAIR SHALL BE AS PER "STREET BACKFILL 4 REPAIR" DETAILS ON THI5 SHEET. EXISTING PAVEMENT - ,-FINISHED BEE "STREET BACKFILL 4 REPAIR" DETAIL WELL GRADED CRUSHED STONE Pq" TO 1" DIAJ EMBEDMENT WELL GRADE STONE STONE 014" 3/4" DIA.) TO v�GRADE VARIABL UTIF:� REQUIRED BY ENGINEER TO REPLACE SOFT, SPONGY OTHER -WISE UN UNSUITABLE MATERIAL AT PIPE GRADE W' PIPE OD+I2"+12") SECTION 2 STORM DRAIN LINES OUTSIDE 4 2' BEYOND Ed TI NG STREETS (BACK OF CURB) 7YFCAL HALF SECTION. BACKFILL SHALL BE COMPACTED TO 90% MIN. PROCTOR DENSITY, GRADE NATURAL GROUND SELECT BACKFILL TO BE NATIVE MATERIAL, NE MECHANICALLY TAMPED WITH G-B" _ LIPPE p 30% MINIMUM STANDARD PROCTOR DENSITY. (UNDER NATURAL GROUND) A.. RCP EMBEDMENT DETAIL N.T.5. I'-0" LENGTH VARIES 3" MIN, SLppE �Lz' 3" MIN. ELEVATION NOTES: I . 4500 P51 CONCRETE 2. N4 GRADE GO REBAK 9" O.C.E.W. 3. ALL EXPOSED CORNERS ARE CHAMFERED 3/4" 4. SWIFT LIFT ANCHORS, LOCATED IN THE FLOOR, 5HALL BE USED FOR HANDLING. 5, GALVANIZED STEEL PIPE RUNNERS ARE AVAILABLE FOR CRO55 AND PARALLEL DRAINAGE APPLICATIONS. I I 4. MAX. PIPE ID 6' MPX. B" 6" FRONT ELEVATION PRECAST SLOPED HEADWALL N.T.5. PILOT CHANNEL ONTI F FRJNI o maNsmO w�GS CONTROL JOINT SMOOTH TRANSITION TO FLUME REFER TO ARCH FOR INSTALLATION OF HANDRAIL / GUARDRAIL PLAN VIEW 51DEWALK BRIDGE DETAIL I+ I a 3' (TPT.7 I LOINT 3 �c0 N J C12 co N m N 0 N ti ti W.R_.:�A WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 271'-0"R ZZ 1 - U rn WORKPOINT WORKPOINT ri -_ . _- . - . -. _. ALL SITE PLAN PONCE - FU E SS 1" = 20'-0" 0 F rFXq`�I LUCAS G. PONCE o e„°°° °9°°°°°° Oo� 1119 Y S 0' 07-07-2023 N O Uj � � w Qa J fLLn V � O >=U) U Z N Z LL W Ury C) W � 0 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 OVERALL FOUNDATION PLAN 3333 Lee Parkway, Suite 475 -Dallas, TX 75219 S200 469-310-2850 • www.ponce-fuess.com Project No.21044 TX REG. # F-1 21 25 © WRA Architects, Inc. 2021 CY) N N 0 N ti ti DIG EXPLORATORY TEST PIT NEXT TO EXISTING STOOP. INFORM ENGINEER IF EXISTING STOOP IS SUPPORTED BY GRADE BEAMS. IF STOOP IS NOT SUPPORTED BY GRADE BEAMS, THEN DEMOLISH EXISTING STOOP SLAB FOR NEW FOOTINGS. IF STOOP IS SUPPORTED BY GRADE BEAMS, THEN DO NOT DAMAGE EXISTING GRADE BEAMS. ENGINEER WILL REVISE DESIGN TO SUPPORT FIRST FRAME ON NEW GRADE BEAMS. TOP OF PEDESTAL= EL 98'-10" TOP OF FOOTING= EL 96-10" C11 C10 / 3' 0" 7-YOvo R7 R6 TOP OF EXISTING C14 r 6 ,e CONCRETE EL - �� / M > , � / 100' - 0" C13 C12 C9 C8 OR CV C7 EXISTING BUILDING F2 ° d- d PROTECT EXCAVATION SO AS TO NOT UNDERMINE a EXISTING GRADE BEAM 4 \4 _ APPROXIMATE LOCATION OF EXIST C1 UG TELECOMMUNICATIONS LINE. ° GC TO FIELD LOCATE THE GAS LINES AND INFORM DESIGN TEAM `\i a PRIOR TO SUBMITTING SHOP d° DRAWINGS _ -1 ° TOP OF PEDESTAL= EL 98'-51/2" _ a4 TOP OF FOOTING= EL 964' a - a ° a TOP OF PEDESTAL= EL 98'-1" 4 : TOP OF FOOTING= EL 94'-4" d y7: ° TOP OF PEDESTAL= EL 97'-81/2" 4 TOP OF FOOTING= EL 94'-4" °a - 4 a ° m d a d d° d� - C1 C1 TOP OF PEDESTAL= EL 97'-4" TOP OF FOOTING= EL 954" TYP, UNO TOP OF PEDESTAL= EL 96'-11 1 /2" C�_ TOP OF FOOTING= EL 94'-8" ° 4' `4 Q. TYP, UNO ° TOP OF PEDESTAL= EL 96'-7" TOP OF FOOTING= EL 93'-4" C4 11 da, a TYP, UNO d . S501 °n "Co TOP OF PEDESTAL= EL 96-2 1/2" \ TOP OF FOOTING= EL 93'-4" TYP, UNO �a APPROXIMATE LOCATION OF d C1 , EXIST UG GAS LINE. GC TO FIELD - - LOCATE THE GAS LINES AND C1 EXISTING BUILDING INFORM DESIGN TEAM PRIOR TO SUBMITTING SHOP DRAWINGS / DEMOLISH EXISTING SLAB FOR C2 a4 - _� d ° _ NEW GRADE BEAMS. DO NOT DAMAGE EXISTING GRADE BEAMS. 2.84° ° d EXISTING 14" WIDE x 22" DEEP GRADE BEAM _. TO REMAIN i C1 1/8" = 1'-01, GA TG o. i GB s. GC G2.4 G3 LEVEL 1 -GYM CANOPY R' TOP OF CONCRETE ELEVATION - / 97'- 1". SEE CIVIL SEE 3/S302 FOR DOWELS INTO THE EXISTING BEAM. G4 R6 O O O O 5.630 =5.630 5.63° 5.62° REMOVE EXISTING PAVING TO THE 12 EXISTING EXISTING PAVING TOP OF THE EXISTING GRADE BEAM S501 PILASTER TO INSTALL THE ANCHORS. INFILL AFTER ANCHORS ARE 2 INSTALLED — C2 C2 S302 C, C2 C2, I / C2 I I C2 I C2 C2 EXISTING BUILDING /' EXISTING GRADE EXISTING SLAB - BEAM ON -VOIDS AND 2 GRADE BEAM S302 I 2 LEVEL 1 -STEAM CANOPY 1 /8" = 1'-0" O 1 51/2„ R2 EXISTING BUILDING PONCE - FUESS ENGINEERING 3333 Lee Parkway, Suite 475 -Dallas, TX 75219 469-310-2850 • www.ponce-fuess.com Project No 21044 TX REG # F-1 21 25 W D L ..: � - � R'=.� 2A WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 0 F rX9s �5e e� e LUCAS G. PONCE OA oeo„e,,,,91119 °� a� S 0 E� Q 07-07-21923 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 ENLARGED CANOPY FOUNDATION PLAN S201 © WRA Architects, Inc. 2021 G 00 co N N 0 N ti ti CANOPY ROOF - OVERALL 1" = 20'-0" W.R_.:�A WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com ri i �P�E 0 F r�X9s �5e e� e LUCAS G. PONCE oeo„e,,,,91119 °.. a� S 0 E� Q 07-0�-2023 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 OVERALL CANOPY ROOF PLAN 3333 Lee Parkway, Suite 475 -Dallas, TX 75219 S210 469-310-2850 • www.ponce-fuess.com Project No.21044 TX REG. # F-1 21 25 © WRA Architects, Inc. 2021 PONCE - FUESS ENGINEERING 00 CYi N N 0 N ti ti 2 1 /8" = 1'-0" GYM CANOPY ROOF R' EXISTING CANOPY POST. FIELD LOCATE EXISTING POSTS AND FIELD MEASURING EXISTING CANOPY TING BUILDING LISH EXISTING LOW CANOPY. SEE H OR EXTENTS AND DETAILS G4 .2 O O n1 O 1 �.J i MITERED CONNECTIONS AT EXPOSED HSS BEAMS, TYP 2:- 3118" 12 F\1 S501 I HSS4x4x3116 HSS4 x4x3/16 / HSS4 x4x3/16 HSS8 x 2 x 114 (LO) HSS8 x 2 x 1 /4 (LO) HSS, x 2 xL0 ( ) 1/4 HSS4 x 4 x 3/16 / H S8x2x114 (L / / N HSS4 x4x3/16 HSS4 x4x3116 Cn / HSS4 HSS4 HSS4 x4 / HSS4x4x3116 x3/1 R1 / 41. C2 x x HSS4 x4x3/1 / HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 i HSS4 x 4 co HSS8 x 2 x 1l4 (LO) x 3/16 0 HSS8 x 2 --1 /4 (LO) HSS8 x 2 x 114 (LO) HSS4 x 4 3/16 EXISTING BUILDING x HSS4 x4x3/16 HSS4x4x3116 / HSS4 x 4 x 3/16 I ( R2 EXISTING BUILDING / 1 1/2' DEEP x 22 GA 1 GALVANIZED METAL / ROOF DECK I I I 1/8" = 1'-01, STEAM CANOPY ROOF W.R_.:�A WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com n i �P�E 0 F r�X9s �5° moo° e °°° LUCASG.PONCE o e„°°°„9,,,°°° Oo� 1119Y a� S TE`�.-A / 0 E�%,)\ Q 07-07-21923 N O W � � w Qa J fLLn V � O >=U) U Z ry N Z LL W 0 Ury C) W � 0 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 ENLARGED CANOPY ROOF PLANS 3333 Lee Parkway, Suite 475 -Dallas, TX 75219 S211 469-310-2850 • www.ponce-fuess.com Project No.21044 TX REG. # F-1 21 25 © WRA Architects, Inc. 2021 PONCE - FUESS ENGINEERING rn co N N 0 N ti ti 2 STIRRUPS EACH SIDE OF BLOCKOUT SLAB FF EL GRADE BEAM 2#6 (5-0) T&B 6" DIA PIPE MAX, SUPPORT FROM SLAB PER 23/S3.01 #4 (4-0) DIAGONAL REINF EACH FACE (8 BARS PER BLOCKOUT) TOP OF GRADE BEAM -Nz UJ 0 UJ "' w co z - 0 i2" TYP _ XCCn wn cZ G co 1" TYP BOTTOM OF GRADE BEAM NOTES: 1. BLOCKOUTS SHALL BE LOCATED AT LEAST 4'-0" FROM PIER CL, TYP. 2. SUBMIT PLAN WITH BLOCKOUT SIZES, LOCATIONS AND ELEVATIONS TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. BLOCKOUT FOR UNDERGROUND PIPE THROUGH GRADE BEAM 14 TYPICAL DETAIL NO SCALE 14/S301 22 M FIRST POUR r I SECOND POUR CONTINUE REINFORCING THROUGH JOINT 4 #5 (4-0) CENTERED ON JOINT SHEAR KEY TO BE 6" NARROWER THAN BEAM WIDTH WITH 1/2" BEVEL 4 SIDES ELEVATION GRADE BM CONSTRUCTION JOINT 9 TYPICAL DETAIL NO SCALE TD03140 CLSUPPORT TYP ST SPA SPAN IYFbI bFA STIRRUPS AT MAX TYP SPACING OVER PIERS, TYP 2" TO FIRST HOOK TOP *SPLICE TOP BARS ST, TYP BARS @ ENDS, @ MIDSPAN, TYP TYP AT ALL END ELEVATION CONDITIONS CIE TOP BARS CONT AT CANTILEVERS, CANTILEVER BACKSPANS AND SPANS LESS THAN 10' - 0". TYP GRADE BEAM REINF 1 U TYPICAL DETAIL NO SCALE TD03141 SEE STANDARD END HOOK BEND SCHEDULE, TYP I 1 D OFFSET BARS ,db" = NOMINAL BAR IN INCHES, TYP MIN BEND BAR SIZE _ 900 DIA, D 04 D #3 - #8 6db #9 - #11 8db 0 #14,#18 10db 180° 4db (2 1/2" MIN) STANDARD END HOOKS REBAR BENDS AND HOOKS 11 TYPICAL DETAIL NO SCALE TD03201 BAR SIZE I WELD SIZE #3 3/16" #4 1 /4" #5 5/16" #6 3/8" #7 7/16" #8 1/2" #9 9/16" # 10 5/8" #11 11/16" BAR PERPENDICULAR TO PLATE MINIMUM BAR SIZE SPLICE LENGTH Cl? o #3 n 1" #4 1 1 /4" #5 1 1/2" C, #6 1 3/4" #7 2" #8 21/4" #9 21/2" # 10 3" #11 31/4" BAR SPLICE REBAR WELDING 16 3" = 1'-0" 6db FOR #3 - #5 12d; FOR #6 - #8 y�y WELD LENGTH CLSUPPORT 01 MIN BEND BAR SIZE DIA, D #3 - #5 4db #6 - #8 6db STIRRUPS AND TIES STIRRUPS, TYP SPLICE BOT BARS @ CL SUPPORT, TYP SEE STIRRUP AND TIE DETAIL FOR HOOKS ROUND STIRRUPS AND TIES 115° MAX STEEL PLATE BAR SIZE I WELD LENGTH #3 1 1/4" #4 1 3/4" #5 21/4" #6 2 3/4" #7 3 3/4" #8 5" #9 61/4" # 10 8" #11 9 3/4" BAR PARALLEL TO PLATE CONCRETE SLAB COVER BOARD AND VAPOR RETARDER ><Xx�\<X> VOID BOX -SLAB b TYPICAL DETAIL NO SCALE TD02501 TOP OF FOUNDATION ELEMENT BEYOND Q Cn UJ a-o VOID DIM "A" DIM "B" DEPTH 3" MIN 6" - 8" 3" MIN 5" MAX 10" -12" 4" MIN 4" M I N 6" MAX 4" MIN 181, 4"MIN 6" MAX 4' a4 MOISTURE RESISTANT CARDBOARD VOID FORMS GRADE BEAM OR WALL i� VOID RETAINER BACKFILL z zO � 2 U N d W N p o z CONTINUOUS MOISTURE O DIM "B" RESISTANT CARDBOARD o w VOID FORM BETWEEN `" FOUNDATION ELEMENTS, RECTANGULAR SHAPED. UNDISTURBED OR COMPACTED VOID BOX - BM OR WALL SUBGRADE 6 TYPICAL DETAIL NO SCALE TD02526 PROVIDE CORI SAME SIZE & S AS HORIZ. WAl GRADE BEAM I CLASS A LAP EACH WAY WALL OR GRADE BEAM PLAN VIEW CORNER BARS 7 TYPICAL DETAIL NO SCALE TD03026 0 0 O U U (D z 0 50 SLOPE TOP OF CONCRETE TO DRAIN POLE, BASE PLATE, 3l4" CHAMFER j ANCHOR BOLTS & COVER BY POLE MFR @ EXPOSED v— CONCRETE TIC Lu Ir SEE TYPICAL PIER o5 3 #3 TIES @ 3 DETAIL FOR ADDL v AT TOP INFORMATION Q GROUND OR CONDUIT SEE ELECTRICAL DWGS SITE PAVING I I I I � I N � 24' DIA PIER REINF: 6 #7 VERT W/ #3 TIES @ 12 BASED ON 20'-0" TALL POLE AND FIXTURE WITH 2 SF EFFECTIVE PROJECTED AREA SITE LIGHT POLE FOUNDATION � TYPICAL DETAIL NO SCALE TD02111 PONCE - FUESS ENGINEERING 3333 Lee Parkway, Suite 475 -Dallas, TX 75219 469-310-2850 • www.ponce-fuess.com Project No 21044 TX REG # F 1 21 25 WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 0 F rFXq`�I .�� LUCAS G. PONCE o e„°°° °9°°°°°° Oo 1119 �Y / D 07-07-21923 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 TYPICAL CONCRETE DETAILS S301 © WRA Architects, Inc. 2021 4#7 T&B + — #4 ST @ 10" REFER TO 3/S302 FOR DOWELS INTO THE EXISTING GRADE BEAM 3/4" = 1'-0" EXISTII` GRADE 2 3/4" =1'-0" EXISTING CONCRETE BEAM 3 3/4" = 1'-0" rn c� i N 4 co N 0 N ti ti 1' — 4'1 FV �d- 14 STEEL \ \ COLUMN D SEE PLAN Q 12" x 12" x 3/4" BASE PL W/ (4) 1/2" DIA x 1'4' LONG ANCHOR BOLTS NEW PAVING WRA Architects, Inc. SEE CIVIL& ARCH 12377 Merit Drive Suite 1800 co Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com SEE 12/S501 FOR COLUMN AND BASE PLATE INFO REMOVE EXISTING PAVING TO THE TOP OF THE EXISTING GRADE BEAM TO INSTALL THE ANCHORS. INFILL AFTER ANCHORS ARE INSTALLED EXISTING SLAB -ON - VOID 0 PAVING SEE CIVIL& ARCH d a ° - d % d d ' GRADE BEAM REINF NOT SHOWN FOR CLARITY 6 #7 (4-0) DOWELS IN 8" GAGE. DRILL & ADHERE W/ MIN 6" EMBED PONCE - FUESS ENGINEERING 3333 Lee Parkway, Suite 475 -Dallas, TX 75219 469-310-2850 • www.ponce-fuess.com Project No.21044 TX REG. # F-12125 ?� OF rF rgs'� J", .. e...ve ve...ve ve...ve vee..00a LUCAS G. PONCE oeo, 9,,,e,,,eo 1119 o� / o �� Q 07-07-21923 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 CONCRETE DETAILS S302 © WRA Architects, Inc. 2021 rn co N co N 0 N ti ti 2'-4" 11 1/2" = V-0" " 2'-4" 12 1/2" = 1'-0" 10'-0" 10'-0" HSS SEE PLAN TYP METAL DECK SEE PLAN 2'-4" ff77 YP 3/4" BASE PL DIA x 1'4' HOR BOLTS 0 20" o f 5 3 'v 0" x 1'- 4" tB EW - - - TYP HSS SEE PLAN 3/16 1/2" CAP PL TYP I 00 I I I,I HSS8 x 2 x 1/4 I I I I I I TYP II I I I I STEEL I I , COLUMN - SEE PLAN REMOVE EXISTING PAVING TO THE TOP I I OF THE EXISTING GRADE BEAM TO INSTALL THE ANCHORS. TYP I I INFILL AFTER ANCHORS ARE INSTALLED 1/4 I I 12" x 12" x 3/4" BASE PL W/ EXISTING PAVING (4) 3/4" DIA ADHESIVE ANCHORS W/ MIN 8 1/2" EMBEDMENT IN 9x9 I I PATTERN r"2"YP EXISTING PILASTERS OR GRADE BEAM. GC UNO FV 2' 0" x 2' 0" EXISTING 0" 1' - 0° PIER CAP EXISTING PIERS STEEL COLUMN SCHEDULE BASE PLATE DIMENSIONS ANCHOR BOLTS COL MARK COL SIZE DIM "A" DIM "B" t DIM "C" DIM "D" DETAIL NUMBER TYPE DIA EMBED LENGTH C1 HSS4x4x5/16 1' - 0" 1' - 0" 3/4" 4" 4" 3&6/S501 4 AR-1 3/4" 1'- 4" C2 HSS4x4x5/16 1' - 0" 1' - 0" 3/4" 4" 4" 3&6/S501 4 ADHESIVE 3/4" 81/2" C MEANS OF LEVELING & ELEVATION CONTROL SHALL BE PROVIDED & COORDINATED BY THE CONTRACTOR ELEVATION COLUMN BASE PLATE 6 TYPICAL DETAIL NO SCALE TD05121 PROVIDE PLATE WASHER W/ STANDARD SIZE HOLE. DO NOT USE HEAVY DUTY WAHER,TYP. REFER TO BASE PLATE SCHEDULE FOR ANCHOR BOLTS & BASE PLATE COLUMN BEARING EL. - REFER TO SECTIONS NON -SHRINK GROUT PROVIDE OVERSIZED HOLE IN BASEPLATE ROD DIA MAX HOLE DIA IN BASE PL PLATE WASHER THICKNESS PLATE WASHER SIZE OR DIA 3/4" * 15/16" 1/4" 2" 7/8" 19/16" 5/16" 21/2" 1" 113/16" 3/8" 3" 1 1/4" 2 1/16" 1/2" 3" 1 1 /2" 2 5/16" 1/2" 31 /2" 1 3/4" 2 3/4" 5/8" 4" 2" 21 /2" 31 /4" 3/4" 7/8" 5" 3 3/4" 51 /2" U) Q * WHERE 3/4" DIAMETER ANCHOR RODS ARE USED o � WITH 1 1/16" OR SMALLER PUNCHED HOLES IN BASE U w c3 PLATES 1 1/4" THICK OR LESS, ASTM F844 HEAVY DUTY o Of WASHERS MAY BE USED IN LIEU OF PLATE WASHERS. a WASHER PER SCHED & NUTS AS RE_QD COL BEARING ELEVATION w LOCKING NUT PAIR z v OR EQUIVALENT J J HEADED ANCHOR ROD 0 0 CoLU w LU PLATE WASHER w cl) PER SCHED HEAVY HEX NUTS AR-1 TYP AR-2 ANCHOR ROD TYPES TYPICAL DETAIL NO SCALE TD05102 U z O z w 0 U 0 REFER TO BASE PLATE SCHEDULE FOR DIMENSIONS. DIMENSIONS C & D APPLY ONLY IF SCHEDULED DIMENSION "B" DIM "D" DIM "D" PLAN VIEW COLUMN BASE PLATE 3 TYPICAL DETAIL NO SCALE TD05120 EXISTING STRUCTURE 2 3/4" = 1'-0" 1 3/4" I IQV UL( 1 SEE PLAN W.R_.:�A WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com n i �P�E 0 F r�X9s �5e e� e LUCAS G. PONCE oeo„e,,,,91119 °.. a� �0^' Fs / 0 E� Q 07-07-2023 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 TYPICAL STEEL DETAILS 3333 Lee Parkway, Suite 475 -Dallas, TX 75219 S501 469-310-2850 • www.ponce-fuess.com Project No.21044 TX REG. # F-1 21 25 © WRA Architects, Inc. 2021 PONCE - FUESS ENGINEERING GENERAL SITE DEMOLITION NOTES I I I I ' I PROPERTY LINE I i I 40' SETBACK LINE I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I % \%\ FUTUF EXPAN. f � \ I I \ I � � I I � ` I � I \ I Site Plan - Overall Demo 1 if = 30'-0" i I I I 3 I I I I � I I I �J I I FUTURE I I EXPANSION / FUTURE / EXPANSION / EXISTING TRANSFORMER 1. REMOVE ALL EXISTING PAVEMENT AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED. 2. COORDINATE WITH TXU, SOUTHWESTERN BELL TELEPHONE AND THE LOCAL CABLE COMPANY PRIOR TO THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES. 3. ALL UTILITIES SHOULD BE CUT AND PLUGGED IN COORDINATION WITH THEIR RESPECTIVE UTILITY COMPANIES AND PRIOR TO THE DEMOLITION OF EXISTING UTILITIES. 4. CONTRACTOR TO PLUG ALL EXPOSED ENDS AND ABANDONED UTILITIES. 5. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED, RECONNECT TO PROPOSED UTILITIES. 6. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF ALL DEBRIS AND DEMOLITION MATERIALS. 7. ALL TREES ON THE PROPERTY, SHALL BE PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS BY FENCING AS SHOWN; THE TREE PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATING OR GRADING IS BEGUN AND MAINTAINED IN REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK UNLESS OTHERWISE DIRECTED. NO MATERIAL SHALL BE STORED OR CONSTRUCTION OPERATION SHALL BE CARRIED ON WITHIN A DISTANCE AS SHOWN OF ANY TREE TO BE SAVED OR WITHIN THE TREE PROTECTION FENCING. TREE PROTECTION SHALL REMAIN UNTIL ALL WORK IS COMPLETED. 8. ANY DAMAGE DONE TO EXISTING PROTECTED TREES, CROWNS OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN APPROVED TREE SURGEON AT THE OWNER'S DIRECTION. ROOTS EXPOSED AND/OR DAMAGED DURING DEMOLITION AND/OR GRADING OPERATIONS SHALL BE CUT OFF, CLEANING INSIDE THE EXPOSED OR DAMAGED AREA. PAINT THE CUT SURFACES WITH AN APPROVED TREE PAINT AND PLACE TOPSOIL AND MULCH OVER THE EXPOSED ROOT AREA IMMEDIATELY. 9. IN CLOSE QUARTERS, A SINGLE TREE SHALL BE PROTECTED BY STRAPPING (NOT NAILING) A CONTINUOUS SHIELD OF WOOD TWO (2") INCHES X FOUR (4") INCHES X FIVE (5') FEET AROUND THE TRUNK. 10. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL MEASURES ON THE SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS UNTIL THE SITE HAS BEEN STABILIZED. 11. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FOR POSITIVE DRAINAGE. 12. AREAS EXCAVATED FOR FOUNDATION OR UNDERGROUND STRUCTURES REMOVAL SHALL BE BACK FILLED AND COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 13. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF EACH SITE DURING DEMOLITION ACTIVITIES. 14. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ISSUED BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENT, AND CITY OF SOUTHLAKE STANDARD CONSTRUCTION SPECIFICATIONS. 15. PRIOR TO ANY WORK, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS INCLUDING ALL NOTES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS AND THE CITY STANDARDS FOR CONSTRUCTION AND ANY OTHER APPLICABLE STANDARD AND SPECIFICATIONS RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE PART OF THE CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND SPECIFICATIONS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE STANDARDS AND SPECIFICATIONS. 16. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN DETERMINED FROM DATA RECORDED BY OTHERS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL UTILITIES MAINS, MANHOLES, CLEAN OUTS, VALVE BOXES, FIRE HYDRANTS, ETC., IN THE LIMITS OF DEMOLITION. 17. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. 18. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LATEST UPDATES. 19. CONTRACTOR SHALL MAINTAIN EXISTING PAVEMENT/ROADWAYS AND ACCESS TO FIRE HYDRANTS ON SITE UNTIL BUILDINGS AND STRUCTURES ABOVE THE FOUNDATION HAVE BEEN DEMOLISHED AND REMOVED IN THAT DISTURBED AREA. 20. THE DEMOLITION CONTRACTOR IS TO COORDINATE DEMOLITION ACTIVITIES WITH THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR'S ACTIVITIES. 21. DEMOLITION CONTRACTOR MUST PROVIDE ALL CONSTRUCTION WORKERS WITH IDENTIFICATION BADGES, WITH PHOTOGRAPH, THAT SHALL BE WORN VISIBLY AT ALL TIMES WHILE WORKERS ARE PRESENT ON THE CONSTRUCTION SITE. 22. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL PROVIDE AND PAY FOR LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, HEAT,UTILITIES, TRANSPORTATION AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, WHETHER TEMPORARY OR PERMANENT AND WHETHER OR NOT INCORPORATED OR TO BE INCORPORATED IN THE WORK. 23. THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ADEQUATE DUST CONTROL MEASURES DURING DEMOLITION ACTIVITIES. 24. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY UTILITY SERVICES REQUIRED TO COMPLETE THE PROJECT. IF DAMAGE OCCURS TO EXISTING SERVICES AND THEY CANNOT BE PROPMTLY REPAIRED THE SAME DAY, THE CONTRACTOR WILL PROVIDE TEMPORARY SERVICES UNTIL REPAIRS ARE COMPLETE. 25. CONTRACTOR IS TO PROVIDE A MARKED UP RECORD DRAWING TO THE OWNER UPON COMPLETION OF THE PROJECT. LEGIBLY MARK EACH ITEM TO RECORD ACTUAL CONSTRUCTION, INCLUDING: A. MEASURED HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND APPURTENANCES, REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. B. MEASURED LOCATIONS OF INTERNAL UTILITIES AND APPURTENANCES CONCEALED IN CONSTRUCTION, REFERENCED TO VISIBLE AND ACCESSIBLE FEATURES OF CONSTRUCTION. C. CHANGES MADE BY MODIFICATIONS. 26. CAREFULLY REMOVE AND SALVAGE EACH ITEM INDICATED TO REMAIN THE OWNER'S PROPERTY, AND DELIVER PROMPTLY TO THE OWNER. ALL OTHER DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. STORAGE OR SALE OF THE MATERIALS IS NOT PERMITTED ON THE SITE. 27. REMOVE DEBRIS ON A DAILY BASIS, DO NOT STORE OR BURN MATERIALS ON SITE. SITE DEMO NOTES 10SAWCUT AND REMOVE EXISTING PAVING. 02 REMOVE EXISTING CANOPY. PATCH AND REPAIR MASONRY WITH MATCHING BRICK & MORTAR OREMOVE EXISTING 4' WROUGHT IRON FENCING AND GATES 04 REMOVE TREE �>LINES DEMOLISH EXISTING WATER FOUNTAIN PAD AND CAP FOR EXTENSION AS PART OF THIS WORK ORELOCATE EXISTING TREE. COORDINATE FINAL LOCATION WITH OWNER. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Demolition Site Plan AD100 C0 WRA Architects, Inc. 2021 WE N O r` 0 N O N ti ti I I I I PROPERTY LINE 40' SETBACK LINE 1 I I I I ' II I I ' II I I I I I I I I I I I I I -V 1 I I I I FUTU \ EXPAN: 1/A11 \ I PARKING SPACES PROVIDED PARKING EXISTING 86 PROPOSED 25 TOTAL 111 STANDARD PARKING SPACES PARALLEL PARKING SPACES HANDICAP PARKING SPACES 26 0 26 7 7 0 TOTAL 119 25 144 STANDARD IN ALT #1 N/A 38 38 TOTAL W/ ALT #1 119 63 182 SITE PLAN NOTES \ I FUTUF \ I LOWE \ I SCHOC \ I � \ I , 1. REFER TO CIVIL ENGINEER DRAWINGS FOR DIMENSION CONTROL PLAN OF BUILDING, VEHICULAR PAVING, AND ADDITIONAL SITE DEMO INFORMATION. 2. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE GRADING AND SITE UTILITIES INFORMATION \ \ (ADDITIONAL SITE UTILITY INFORMATION IS AS SHOWN ON M.P.E. ENGINEER DRAWINGS). '\ \ 3. CONTRACTOR SHALL COORDINATE LOCATION OF ALL SLEEVES UNDER SIDEWALKS AS NEEDED FOR '\ LANDSCAPE IRRIGATION AND ALL SITE UTILITIES. 4. SIDEWALKS SHALL BE 5'-0"W, U.N.O. AND CONSTRUCTED ACCORDING TO DETAILS ON CIVIL SHEETS. ALL SIDEWALKS PARALLEL TO BLDG. SHALL HAVE A MAX. SLOPE OF 1/4" /FT. CROSS SLOPE. NEW 12' VEHICLE G, 5. CONCRETE SPLASH BLOCKS, AT ALL DOWNSPOUTS, PRIMARY AND OVERFLOW ROOF DRAIN DISCHARGE LOCATED AT GRADE OR ON THE ROOF. 6. EXPANSION JOINT FILLER AND SEALANT SHALL BE INSTALLED AT ALL LOCATIONS WHERE CONCRETE SIDEWALKS MEET THE BUILDING. 7. ACCESSIBLE ROUTE TO BUILDING ENTRANCES SHALL COMPLY WITH ALL REQUIREMENTS FOR CHANGES IN LEVELS PER T.A.S. (A.D.A. STANDARDS) REQUIREMENTS. /•' 8. AT ALL CONDITIONS WHERE SIDEWALKS MEET BUILDING ENTRANCE OR EXTERIOR DOOR, PROVIDE #4 /• DOWELS AT 12" O.C., DOWELED INTO BUILDING GRADE BEAM. 9. ALL SITE SIDEWALKS SHALL BE INSTALLED 1" ABOVE GRADE AND SLOPE WITH EXISTING GRADES. �•, MAXIMUM SLOPE IN DIRECTION OF TRAVEL 5%. MAXIMUM CROSS SLOPE IS 1/41, PER FOOT (SLOPE WITH SITE GRADING). 10. ALL SIDEWALKS WIDER THAN 5' SHALL HAVE LIME STABILIZED SUBGRADE PER SPEC 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHED GRADES AROUND EDGE OF BUILDING TO BE 1'-0" BELOW FINISH FLOOR WHERE IT DOES NOT CAUSE ENTRANCE PROBLEMS. 12. REFER TO CIVIL DRAWINGS FOR SITE UTILITY & ADDITIONAL SITE DEMO. THE CLARIDEN SCHOOL - STEAM ADDITION BUILDING/SITE SPECIFICATIONS ZONING CLASSIFICATION: SP2 - GENERALIZED SITE PLAN OCCUPANCY USE: APPRAISAL DISTRICT ACCOUNT #: EDUCATION GROUP-E 254219 STORIES (PERMITTED): 1 HEIGHT (PERMITTED): 26' FRONT/SIDE SETBACK: 40' STORIES (PROPOSED): 1 HEIGHT (PROPOSED): 26' REAR SETBACK: 40' HAZARDOUS MATERIAL: NO BUILDING AREA - GROUND FLOOR: OVERLAY DISTRICT: N/A 51,500 SF ACRAGE OF SITE: 21.77 ACRES BUILDING AREA - LEVEL 2: TOTAL BUILDING AREA: N/A 51,500 SF SQUARE FOOTAGE OF SITE: 948,301 SF LOT COVERAGE: 7.8% FLOOR TO AREA RATIO: .13 OPEN SPACE: 92.2% SCHOOL CLASSROOM COUNT: 22 SCHOOL MAXIMUM CAPACITY: 800 I I I I I I I I I I 1 I , II I I I I i I I I i I I I I I I , L , I I ---------- ------------------------------------------T--- I I Site Pl��n-Overall1 " = 40'-0 PLAN NORTH � I I 1 40' SETBACK LINE PROPERTY LINE 1 EXISTING MONUMENT i SIGN 1 CLARIDEN RANCH ROAD .o z WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Overall Site Plan Al00 © WRA Architects, Inc. 2021 GB GA F3 SITE PLAN NOTES REROUTE EXISTING DOWNSPOUT TO WEST SIDE OF WINDOW iC1 MOVE LOWER PORTION OF �— EXISTING DOWNSPOUT. ADD RAIN DIVERTER AT CANOPY EDGE TO COLLECT IN DOWNSPOUT. PROTECT EXISTING CONDUIT FOR FIBER IN THIS AREA �C 13►__ 73 n ti 0 c� PLAN NORTH N O N ti ti 282' - 0" 270' - 0" m fJ m fJ m p SIDEWALK CONTROL JOINTS, TYP. Site Plan - Enlarged - Gym Cano 1 /8" = 1'-0" iC1 C101_ cu 2 Reflected Ceilin Plan - G m Cano PLAN NORTH 0.1 EXISTING WALL TO ► REMAIN 9/A111 ( 1 I I I EXISTING DOOR TO REMAIN EXISTING SLAB TO REMAIN II ,l a a ' 7 �/2 section- Cano a 1 = 1'-0" Upper School EXTERIOR METAL CANOPY, REF. URAL -URAL DECK, PAINTED 3OTTOM) 1. REFER TO CIVIL ENGINEER DRAWINGS FOR DIMENSION CONTROL PLAN OF BUILDING, VEHICULAR PAVING, AND ADDITIONAL SITE DEMO INFORMATION. 2. REFER TO CIVIL ENGINEER DRAWINGS FOR SITE GRADING AND SITE UTILITIES INFORMATION (ADDITIONAL SITE UTILITY INFORMATION IS AS SHOWN ON M.P.E. ENGINEER DRAWINGS). 3. CONTRACTOR SHALL COORDINATE LOCATION OF ALL SLEEVES UNDER SIDEWALKS AS NEEDED FOR LANDSCAPE IRRIGATION AND ALL SITE UTILITIES. 4. SIDEWALKS SHALL BE 5'-0"W, U.N.O. AND CONSTRUCTED ACCORDING TO DETAILS ON CIVIL SHEETS. ALL SIDEWALKS PARALLEL TO BLDG. SHALL HAVE A MAX. SLOPE OF 1/4" /FT. CROSS SLOPE. 5. CONCRETE SPLASH BLOCKS, AT ALL DOWNSPOUTS, PRIMARY AND OVERFLOW ROOF DRAIN DISCHARGE LOCATED AT GRADE OR ON THE ROOF. 6. EXPANSION JOINT FILLER AND SEALANT SHALL BE INSTALLED AT ALL LOCATIONS WHERE CONCRETE SIDEWALKS MEET THE BUILDING. 7. ACCESSIBLE ROUTE TO BUILDING ENTRANCES SHALL COMPLY WITH ALL REQUIREMENTS FOR CHANGES IN LEVELS PER T.A.S. (A.D.A. STANDARDS) REQUIREMENTS. EXISTING COLLECTOR BOX & DOWNSPOUT. REMOVE 8. AT ALL CONDITIONS WHERE SIDEWALKS MEET BUILDING ENTRANCE OR EXTERIOR DOOR, PROVIDE #4 POTION EXTENDING BELOW NEW CANOPY & ADD DOWELS AT 12" O.C., DOWELED INTO BUILDING GRADE BEAM. KICKOUT TO DISCHARGE ONTO CANOPY. 9, ALL SITE SIDEWALKS SHALL BE INSTALLED 1" ABOVE GRADE AND SLOPE WITH EXISTING GRADES. EXISTING MASONRY WALL MAXIMUM SLOPE IN DIRECTION OF TRAVEL 5%. MAXIMUM CROSS SLOPE IS 1/41, PER FOOT (SLOPE WITH SITE GRADING). 10. ALL SIDEWALKS WIDER THAN 5' SHALL HAVE LIME STABILIZED SUBGRADE PER SPEC. 9/A111 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHED GRADES AROUND EDGE OF BUILDING TO EXTERIOR METAL CANOPY, REF. STRUCTURAL BE 1'-0" BELOW FINISH FLOOR WHERE IT DOES NOT CAUSE ENTRANCE PROBLEMS. 12. REFER TO CIVIL DRAWINGS FOR SITE UTILITY & ADDITIONAL SITE DEMO. I _ Wall Section - Cano 1 /2" = 1'-0" LRoof Line_ v 116' - 0" :EF.STRUCTURE Fine Arts 0.9 1 I � I � I � I I 9/A111 Top of Steel Varies — EXTERIOR METAL CANOPY, REF. STRUCTURAL Top of Steel 11T-0" =D STEEL 'AINTED, REF. URAL II =D STEEL V, PAINTED, RUCTURAL II =RIOR [EXTERIOR] CO R VER 7 ZEA I II II G PAVING TO REMAIN. VHERE NOTED IN URAL EXISTING CONCRETE SLAB ON VOID II II Level Level 100' - 0" 70 100' - 0" do i d e " a PIER CAP BEYOND STRAIGHT SHAFT PIER BEYOND Wall Section - Canopy @ STEAM 1 /2" = 1'-0" WHEN REMOVING PAVING FOR ,— EXISTING GRAVEL AREA I BASEPLATES, CUT ALONG PATTERN SHOWN. METAL CANOPY ABOVE_, CUT CONTROL JOINTS - INTO EXISTING SIDEWALK 2' - 0" 2' - 011 EXISTING PAVING 21 .011 . 1141 e7, O_.-------------------- d EXISTING d P AREA DRAIN Site Plan - Enlarged - STEAM Canopy PLAN NORTH 0.1 1/8" = 1'-0" 0.2 0.3 0.9 i � I I I 4 Reflected Ceiling Plan - STEAM Canopy /8 —-091 PLAN NORTH SEALANT GONT, TOOLED TO DRAIN :)R F145TENER5 U)/ NEOPRENE ` WASHERS AT 12" O.G. 24 GA. 5.1'1, 1=!_A6KING RECEIVER \ l SCREWS Wt NEOPRENE WASHERS AT 12" O.G. SCREWS 4T 24'' O.C. 24 CAA. 5HT. rITL. C. FLG. 24 CsA, 5HT. MTL. RAf r= WALL FLG. tt FIELD \I, J-ROOF EL TO FORM J-CLO--U E CLEAT Wall Flashing at Cano 3" — 1'-011 WRA WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Enlarged Site Plan A111 © WRA Architects, Inc. 2021 COORDINATE WITH 12' - 8" TECHNOLOGY DRAWINGS ON Of POSITION SENSOR LOCATION 4" 12' - 0" OPENING 4" DIAGONAL TENSION ROD 5' - 11 5/8" 5' - 11 5/8" 1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED TFT 11 11 11 11 111 11 11 11 11 4" X 4" STEEL POST PADLOCK HASP, TYP DROP ROD & YOLK, TYP. PROVIDE STEEL SLEEVES o IN CONCRETE FOR DROP ROD AT CLOSED, HALF, AND FULLY OPEN POSITIONS; BOTH SIDES 1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED 3,000 PSI CONCRETE iv H 11 11 1 FOOTING @ EACH TFENCE POST - - - - I I A -I — e°I 1a ° J•J- ° °_ pl°b d e , °•I °,fie e_yII '•I e. •,t e,dr a II -II II �� II III III 1 Service Gate -Double Leaf 1 /2" = 1'-0" 0 0 1 0 ih 2' - 0" MIN. ti co d 'Il Pedestrian Gate 3/4" = 1'-0" 4'-0" OR 5' - 0" PER SITE PLAN #3 BARS AT 18" O.C. EACH WAY — CENTER REINFORCEMENT 1/2" E.J. FILLER & IN SLAB SEALANT t�� 'o _lii III III III 6" MINIMUM COMPACTED SUBGRADE 3/4" = 1'-0" zo VEW OR EXISTING BUILDING NND AREAWAY CENTER REINFORCEMENT #3 BARS AT 18" O.C. EACH WAY ON CHAIRS IN SLAB d . III III III � � III � I I I I I I- 6" MINIMUM COMPACTED 1' - 0" SUBGRADE 3/4" = 1'-0" CENTER REINFORCEMENT IN TOOLED CONTROL JOINTS SLAB AT 6'-0" MAXIMUM � � is •� ,�"�_� � -,-`.sue-�,d�°.�, � � #3 BARS AT 18" O.C. EACH WAY ON CHAIRS 6" MINIMUM COMPACTED SUBGRADE Sidewalk C.J. E 3/4" = 1'-0" POURABLE, SELF - LEVELING POLYURETHANE JOINT SEALING COMPOUND 3/8" - d :PROPOSED EXISTIN " PAVING - a ° PAVING 24" #3 DOWEL BAR LUBRICATED SMOOTH TOP 1/4" NO SEALING COMPOUND DOWELS SPACED 18" O.C. 6 INCHES OFF TIE BARS DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. HAND DRILLING NOT ACCEPTABLE. PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. 11 Longitudinal Butt Joint Detail N.T.S. 5" CONCRETE SLAB TOOLED EDGE #3 DIAMETER X 24" LONG STEEL DOWEL @ 18" O.C. .d - o e. V-0" Control Joint Detail 3/4" = 1'-0" 1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED POST SIZE AS SPECIFIED 1/2" x 1/2" STEEL WIRE MESH INTERIOR SIDE OF FENCE, WELDED, PAINTED PANIC HARDWARE AS SPECIFIED 1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED STEEL PLATE WELDED AT EACH PUSH SIDE OF GATE, PAINTED. STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED MIN. 3,000 PSI CONCRETE FOOTING @ EACH FENCE POST �J MOW STRIP, REF. 12/A113 I Al t ° I III III -lil III �� 2'-0" REINFORCEMENT BLOCK WITH 6X6 .10/10 WWM. Concrete Splashblock F 1 1/2" = 1'-0" BUILDING OR RETAINING WALL PROVIDE CONTROL JOINTS EVERY 10' O.C. #m, ow Stri = 1'-0" MAII f] M A rI IZ r T I I I I I I I I I � I L - - J 15 Decorative Fence Detail 3/4" - 1'-0" M L0 WRA N WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com N 00 CV MAINTAIN EVEN WITH GRADE I #5 BAR HORIZONTAL 1 1/2" SQUARE TOP RAIL 1 1/2" SQUARE MID RAIL 2 1/2" SQUARE VERTICAL STEEL POSTS AT 8'-0" O.C. MAX. 3/4" VERTICAL STEEL PICKETS AT 4" O.C. 1 1/2" SQUARE LOWER RAIL NON -SHRINK GROUT PIPE SLEEVE CONCRETE FOOTING, REF. CIVIL NOTE: NEW FENCE TO MATCH EXISTING FENCE DESIGN. ALL FENCE MATERIALS ARE TO BE HOT DIPPED GALVANIZED STEEL AND PAINTED BLACK Decorative Fence Section 3/4" = 1'-0" 8' - 0" TYP GRADE BY 4" DIA. IN AND 36" DEEP CONCRETE FOOTING 1/2" SQUARE -OP RAIL 1/2" SQUARE ,AID RAIL NDUSTRIAL )RIVE RIVET '. 1/2" SQUARE /ERTICAL )TEEL POSTS AT S'-0" O.C. MAX. I/4" VERTICAL >TEEL PICKETS �T 4" O.C. 1/2" SQUARE -OWER RAIL 36" MIN DEPTH I I I I I I I I I � I L - - J 1'-0" REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Site Plan Details A113 © WRA Architects, Inc. 2021 I I I I I i i - - - - - I I I I I I I I I I I I - - ' i i i � I I I I I I I I I I I I I I I r \ % `\ Z Ile \ i' i' 73 n L0 0 N O N ti ti TRUE NORTH Overall Site Plan - MEP 1 if = 40'-0" ---------- ---------------------------------------,-- I i 4141 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428,7744 Fax: 214.428.7770 La www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. 4 *; VICTORJOSUECASTILLO • . + ! ° ,� r % f . 0 7/0 7/23 GENERAL NOTES REFER TO CIVIL, LANDSCAPE AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. ALL EXTERIOR MOUNTED EQUIPMENT SHALL BE WEATHERPROOF TYPE. 3. ALL EXTERIOR ELECTRICAL OUTLETS SHALL BE WEATHERPROOF GFI TYPE. 4. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED VIA CONTACTORS (PHOTOCELL ON/TIME CLOCK OFF) UNLESS OTHERWISE NOTED. 5. EMPTY CONDUIT SHALL BE CAPPED AT EACH END AND HAVE PULL STRING UNLESS OTHERWISE NOTED. 6. REFER TO ELECTRICAL FLOOR PLANS AND ARCHITECTURAL ELEVATIONS FOR EXTERIOR BUILDING MOUNTED LIGHTING LOCATIONS. 7. PROVIDE LARGE RADIUS 90 DEGREE SWEEPING BENDS FOR ALL U.G. CONDUITS. 8. THE ACRONYM "AHJ" AS INDICATED ON THIS PROJECT STANDS FOR "AUTHORITY HAVING JURISDICTION" 9. THE WORD "PROVIDE" MEANS: FURNISH, INSTALL AND MAKE FINAL CONNECTION TO THE EQUIPMENT PER THE EQUIPMENT MANUFACTURER'S SPECIFICATIONS, REQUIREMENTS, UL, NEC AND AHJ. 10. COORDINATE ALL SERVICES REQUIREMENTS WITH UTILITY COMPANIES AND INCLUDE ALL WORK REQUIRED IN BID. 11. UTILITIES INFORMATION ARE APPROXIMATELY SHOWN. FIELD VERIFY ALL LOCATIONS AND SITE CONDITIONS PRIOR TO BID/CONSTRUCTION. 12. PROVIDE FOR ALL EXPENSES TO RELOCATE/REMOVE EXISTING UTILITIES INCLUDING BUT ARE NOT LIMITED TO POWER, TELEPHONE, CABLE, ETC. PER UTILITY COMPANIES SPECIFICATIONS AND REQUIREMENTS. PROVIDE UNDERGROUND PULL BOXES AS REQUIRED. 13. VERIFY ALL SITE WORK REQUIRED TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC. FIELD SURVEY THE EXISTING SITE IN ORDER TO GAIN KNOWLEDGE OF THE EXISTING SITE CONDITIONS & ALL U.G. PIPING ON THIS PARTICULAR SITE. THE ENGINEERS ASSUME NO RESPONSIBILITY FOR DETERMINING ANY EXISTING U.G. PIPING LOCATIONS, SIZE, DEPTH OR HAZARD. CONTACT AND COORDINATE WITH THE UTILITY COMPANIES PRIOR TO DIGGING. 14. COORDINATE ALL ELECTRICAL UTILITY WORK WITH TRI-COUNTY ELECTRIC REPRESENTATIVE DANIEL BRADDOCK. EMAIL: DBRADDOCK@TCECTEXAS.COM; DIRECT: 817-752-8213; MOBILE: 817-475-6525. 15. FOR ALL UNDERGROUND ELECTRICAL FEEDERS ENCASE IN RED CONCRETE WITH A MINIMUM COVER OF 2'-0". 16. PROVIDE A MINIMUM OF 72 HOURS ADVANCED WRITTEN NOTICE TO OWNER FOR ANY NECESSARY UTILITY SERVICE DISRUPTIONS AND OBTAIN OWNER'S WRITTEN RESPONSE PRIOR TO PROCEEDING. 17. INSTALLED LIGHTING SYSTEMS AND LIGHTING CONTROLS SHALL ADHERE TO 2021 IECC REQUIREMENTS; PROVIDE NECESSARY CONTROL DEVICES, CONTROL WIRING, POWER SUPPLIES, RELAYS, ETC. AS REQUIRED TO MEET ALL REQUIREMENTS. PRIOR TO HAVING THE FINAL INSPECTION REQUESTED OR PERFORMED, THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN EVIDENCE TO THE PROJECT ARCHITECT THAT THE LIGHTING CONTROL SYSTEMS HAVE BEEN TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND MANUFACTURER'S INSTRUCTIONS. THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL LIGHTING SYSTEMS REQUIRED FUNCTIONAL TESTING IN ACCORDANCE WITH 2O21 IECC REQUIREMENTS BASED ON THE APPLICABLE CONTROL TYPE. THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTS CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET DOCUMENTED PERFORMANCE CRITERIA OF THE 2021 IECC SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY; ALSO PROVIDE COPY OF INFORMATION PROVIDED TO OWNER TO PROJECT ARCHITECT. 18. ALL UNDERGROUND ELECTRICAL RACEWAY TO HAVE TRACER WIRE WITH TEST STATION OR LOCATABLE TAPE. VERIFY TEST STATION AND/OR LOCATABLE TAPE WORK AS INTENDED AFTER INSTALLATION. KEY NOTES O1 PROVIDE OUTDOOR RATED JUNCTION BOX FOR ROUGH -IN OF FUTURE GATE POWER. PROVIDE (1) CONDUIT FOR POWER AND (1) CONDUIT FOR DATA. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH TECHNOLOGY PLANS PRIOR TO ANY WORK AND PROVIDE FOR ACCORDINGLY. O2 SERVE CANOPY LIGHTS FROM EXISTING WALL PACKS AT STEAM BUILDING WITH CIRCUIT UPSH-1. W.R_.:�A WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com P..�.'[3F..e k 1 -71-7113, REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Overall Site Plan - MEP MEP100 C0 WRA Architects, Inc. 2021 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428,7744 Fax: 214.428.7770 www.mezaengineeringinc.com W.!_.:�RA ABBREVIATIONS A AMPS, AMPERE KWH KILOWATT - HOUR ABC ABOVE COUNTER L LENGTH A/C AIR CONDITIONER LAT LEAVING AIR TEMPERATURE AC ALTERNATING CURRENT LAT LATENT (BTU) ADJ ADJACENT LB POUNDS (WEIGHT) AF AMP FRAME LIN FT LINEAR FOOT AFF ABOVE FINISH FLOOR LTG LIGHTING AFG ABOVE FINISH GRADE LWT LEAVING WATER TEMPERATURE AHU AIR HANDLING UNIT MA MILI AMPS AIC AMPERES INTERRUPTING CAPACITY MAX MAXIMUM AMB AMBIENT MCB MAIN CIRCUIT BREAKER AT AMP TRIP MCC MOTOR CONTROL CENTER AUX AUXILIARY, AUXILIARIES MCF THOUSAND CUBIC FEET AV AUDIO VISUAL MCM THOUSAND CIRCULAR MILS BLDG BUILDING MECH MECHANICAL BTU BRITISH THERMAL UNIT MIC MICROPHONE BTUH BRITISH THERMAL UNIT PER HOUR MIN MINIMUM C CONDUIT MISC MISCELLANEOUS CB CIRCUIT BREAKER MTD MOUNTED CD CONDENSATE DRAIN MTG MOUNTING CFH CUBIC FEET PER HOUR MTL METAL CFM CUBIC FEET PER MINUTE MTR MOTOR CHR CHILLED WATER RETURN MTRZD MOTORIZED CHS CHILLED WATER SUPPLY MVD MANUAL VOLUME DAMPER CI CASTIRON N NEUTRAL CKT CIRCUIT NA NOT APPLICABLE CLG CEILING NC NORMALLY CLOSED CO CLEAN OUT NEC NATIONAL ELECTRICAL CODE COL COLUMN NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIO COMM COMMUNICATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION CONC CONCRETE NIC NOT IN CONTRACT CONN CONNECT NO NORMALLY OPEN CONST CONSTRUCTION NO NUMBER CONT CONTINUOUS OA OUTSIDE AIR CONTR CONTRACTOR OBD OPPOSED BLADE DAMPER COP COEFFICIENT OF PERFORMANCE OC ON CENTER CR CARD READER OD OUTSIDE DIAMETER CT COOLING TOWER ODS OVERFLOW DOWNSPOUT Cu CONDENSING UNIT OZ OUNCE CW COLD WATER P POLES CWR CONDENSER WATER RETURN PE PHOTO -ELECTRIC CWS CONDENSER WATER SUPPLY PD PRESSURE DROP D DEPTH PERF PERFORATED DB DRY BULB PF POWER FACTOR DC DIRECT CURRENT PH PHASE DFU DRAINAGE FIXTURE UNITS PLBG PLUMBING DIA DIAMETER PNL PANEL DIFF DIFFUSER PSI POUNDS PER SQUARE INCH DN DOWN PSIA POUNDS PER SQUARE INCH -ABSOLUTE DS DOWNSPOUT PSIG POUNDS PER SQUARE INCH -GAUGE DTL DETAIL PVC POLYVINYL CHLORIDE DWG DRAWING PWR POWER EA EACH QTY QUANTITY EAT ENTERING AIR TEMPERATURE RA RETURN AIR EC ELECTRICAL CONTRACTOR RCP REFLECTED CEILING PLAN EDH ELECTRIC DUCT HEATER RCP REFORCED CONCRETE PIPE EER ENERGY EFFICIENCY RATIO REC RECEPTACLE EL ELEVATION REF REFERENCE ELEC ELECTRICAL REFR REFRIGERATOR EMER EMERGENCY REQ'D REQUIRED EQ EQUAL RLA RUNNING LOAD AMPS EQUIP EQUIPMENT RM ROOM ESP EXTERNAL STATIC PRESSURE RMS ROOT MEAN SQUARED EWT ENTERING WATER TEMPERATURE RPM REVOLUTIONS PER MINUTE EXH EXHAUST RQMT REQUIREMENT EXIST EXISTING RTU ROOF TOP UNIT EXP EXPANSION SA SUPPLY AIR F DEGREES FAHRENHEIT SD STORM DRAIN FA FIRE ALARM SEER SEASONAL ENERGY EFFICIENCY RATIO FCU FAN COIL UNIT SENS SENSIBLE (BTU) FD FIRE DAMPER SFU SUPPLY FIXTURE UNITS FD FLOOR DRAIN SHT SHEET FDR FEEDER SP STATIC PRESSURE FF FINISH FLOOR SPECS SPECIFICATIONS FIXT FIXTURE SPKR SPEAKER FL FLOW LINE SQ SQUARE FLUOR FLUORESCENT SQFT SQUARE FEET FN FULL NEUTRAL SS SANITARY SEWER FPM FEET PER MINUTE SSC SHORT CIRCUIT CURRENT FPVV FAN POWERED VARIABLE VOLUME TERMINAL UNIT STD STANDARD FS FUSED SWITCH SURF SURFACE FT FEET SW SWITCH F/A FROM ABOVE SWBD SWITCHBOARD F/B FROM BELOW SWGR SWITCHGEAR G GROUND SYM SYMMETRICAL GA GAUGE T-STAT THERMOSTAT GAL GALLONS TC TIMECLOCK GALV GALVANIZED TELE TELEPHONE GCR GENERAL CONTRACTOR TTB TELEPHONE TERMINAL BOARD GEN GENERATOR TYP TYPICAL GFI GROUND FAULT INTERRUPTER OF UNDERFLOOR GFCI GROUND FAULT CIRCUIT INTERRUPTER LION UNLESS OTHERWISE NOTED GPH GALLONS PER HOUR V VACUUM GPM GALLONS PER MINUTE V VOLT H HEIGHT VA VOLT -AMPS HD HEAD VAV VARIABLE AIR VOLUME HORIZ HORIZONTAL VERT VERTICAL HP HORSEPOWER VPO VENT PLUGGED OPENING HTG HEATING VT VENT HVAC HEATING, VENTILATION, & AIR CONDITIONING VTR VENT THRU THE ROOF HWC HOT WATER RECIRCULATION (DOMESTIC) VV VARIABLE VOLUME TERMINAL UNIT HWR HOT WATER RETURN W WATTS HWS HOT WATER SUPPLY W WIDTH IG ISOLATED GROUND WB WET BULB IN INCHES WH WATER HEATER IN WC INCHES WATER COLUMN WP WEATHERPROOF INCAND INCANDESCENT WPO WASTE PLUGGED OPENING KA KILOAMPERES WT WEIGHT KVA KILOVOLT AMPERES XFMR TRANSFORMER KW KILOWATT Y WYE O co 6 O N O N ti ti FIRE ALARM LEGEND SYMBOL DESCRIPTION OF FIRE ALARM STROBE - CEILING MOUNTED FIRE ALARM SPEAKER/ STROBE - CEILING MOUNTED FIRE ALARM SPEAKER - CEILING MOUNTED 3F #F gFIRE ALARM STROBE - WALL MOUNTED (80" AFF, UON) gFIRE ALARM SPEAKER/ STROBE - WALL MOUNTED (80" AFF, UON) MANUAL PULL STATION (45" AFF, LION) SMOKE DETECTOR - CEILING MOUNTED (SUBSCRIPT "D" IS DUCT MOUNTED) F� O O HEAT DETECTOR - CEILING MOUNTED FS FT§1 FLOW SWITCH TAMPER SWITCH COMMUNICATIONS LEGEND SYMBOL DESCRIPTION O 8" CEILING SPEAKER 4 CALL BUTTON (45" AFF, UON) FLUSH EXTERIOR HORN QWP 13" ANALOG SURFACE MOUNT CLOCK (84" AFF, UON) 16" 16" ANALOG SURFACE MOUNT CLOCK (84" AFF, UON) 13" ANALOG DUAL FACE CLOCK (84" AFF, LION) VOLUME CONTROLLER (45" AFF, UON) D INTERIOR SURFACE HORN (84" AFF, UON) 1 0 DATA OUTLET - 1 CABLE DROP (45" AFF, UON) 2 0 DATA OUTLET - 2 CABLE DROP (45" AFF, UON) ELECTRICAL LEGEND SYMBOL DESCRIPTION MOUNTING HT. UNO SYMBOL DESCRIPTION MOUNTING HT. UNO LIGHTING FIXTURES DISCONNECTS AND MOTORS �O 2'X4' LED FIXTURE SEE LFS ❑1 zi DISCONNECT SWITCH - 30/NF/3 INDICATES 30A, NONFUSED, 3-POLE: 30/30/3 INDICATES 30A, 30A FUSE, 3-POLE, NEMA 1 ENCLOSURE. AS READ. 2'X4' LED FIXTURE, EMERGENCY SEE LFS Di CIRCUIT BREAKER DISCONNECT SWITCH - THERMAL MAGNETIC CB IN NEMA 1 ENCLOSURE; AMPS/POLES AS INDICATED AS READ. 0 1'X4' LED FIXTURE SEE LFS ® VX4' LED FIXTURE, EMERGENCY SEE LFS 2 ® CB � � MOTOR STARTER FVNR UNO; NUMBER INDICATES NEMA SIZE COMBINATION MOTOR CONTROLLER/DISCONNECT SWITCH AS READ. AS READ. I— ) LED LIGHT FIXTURE SEE LFS ❑Q 2'x2' LED FIXTURE 2'x2' LED FIXTURE, EMERGENCY SEE LFS SEE LFS $M MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOAD AND PILOT LIGHT MOTOR 48" A.F.F. ® PENDANT LED FIXTURE 2'x2' SECURITY LED FIXTURE SEE LFS SEE LFS MISCELLANEOUS ® PANELBOARD 72" TO TOP ❑ I I EQUIPMENT CONNECTION CIRCUIT CONDUCTOR INDICATING (NEUTRAL, PHASE EQUIPMENT GROUND, ISOLATED GROUND, SWITCH LEG) (NO INDICATION REPRESENTS 2#12, 1#12G. 3/4"C. UNO) - ® OQ O� ® 14"x14" LED FIXTURE LED STRIP LED STRIP, EMERGENCY LED SUSPENDED ASYMMETRICAL LUMINAIRE LED SUSPENDED SYMMETRICAL LUMINAIRE LED WALL WASHER LIGHT FIXTURE, CEILING MTD. SEE LFS SEE LFS SEE LFS SEE LFS a CIRCUIT HOMERUN TO PANELBOARD (2#12, 1#12G., 3/4"C. 20A/1P CB UNLESS OTHERWISE NOTED) - SEE LFS SEE LFS LIGHTING CONTROLS ®1500 CEILING MOUNTED PIR, 1500 SQ FT - 0—D500 o-D500 CEILING MOUNTED MULTI -TECHNOLOGY, 500 SQ FT CEILING MOUNTED ULTRASONIC, 500 SQ FT - Q �0 LED DOWN LIGHT FIXTURES CEILING OR WALL MTD. SEE LFS - - �D 1000 CEILING MOUNTED MULTI -TECHNOLOGY, 1000 SQ FT • 1-0 LED DOWN LIGHT FIXTURES ON EMERGENCY CIRCUIT, CEILING OR WALL MOUNTED SEE LFS 4--o-D1000 CEILING MOUNTED ULTRASONIC, 1000 SQ FT - ® I--® EMERGENCY EXIT LIGHT CEILING OR WALL MTD., SHADING INDICATING SINGLE OR DOUBLE FACE, DIRECTION AS INDICATED 9" BFC a--i-D2000 4--o->2000 CEILING MOUNTED MULTI -TECHNOLOGY, 2000 SQ FT CEILING MOUNTED ULTRASONIC, 2000 SQ FT - - EMERGENCY EGRESS LIGHT SEE LFS 1200 PP WALL MOUNTED MOUNTED MULTI -TECHNOLOGY, 1200 SQ FT POWER PACK FOR 120/230/277VAC SYSTEM MANUFACTURER'S RECOMMENDATIONS ABOVE CEILING WIRING DEVICES WALL SWITCH SPST DOUBLE POLE TOGGLE SWITCH 3-WAY WALL SWITCH 45" AFF $2 45" AFF $3 45" AFF MS OCCUPANCY OR VACANCY SENSOR AS REQUIRED BY ENERGY CODE MANUFACTURER'S RECOMMENDATIONS $4 4-WAY WALL SWITCH 45" AFF <> ADD -A -RELAY _ $D $K WALL DIMMER SWITCH, WATTAGE AS REQUIRED 45" AFF Q GDT20 SWITCH BYPASS DEVICE WALL SWITCH PIR, SELF POWERED WALL SWITCH PIR WITH ADAPTABILITY, SELF POWERED DUAL WALL SWITCH PIR WITH ADAPTABILITY, SELF POWERED. CENTURA CEILING MOUNTED PHOTOCELL - KEY OPERATED WALL SWITCH 45" AFF $ (10) 45" A.F.F $P WALL SWITCH WITH PILOT LIGHT 45" AFF $ (15) $ (OD) 45" A.F.F 45" A.F.F - $T WALL SWITCH WITH TIMER 45" AFF Q$ WALL MOUNTED OCCUPANCY WITH INTEGRAL MANUAL OVERRIDE SWITCH SINGLE RECEPTACLE DUPLEX RECEPTACLE 45" AFF Q $ 15" AFF C (ZD22) miniZ DIMMED, 2 ZONE, 2 RELAY, 120V OR 277V - 15" AFF C(ZD31) miniZ DIMMED, 3 ZONE, 1 RELAY, 120V OR 277V 45" A.F.F E DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT 15" AFF �(ZB5) miniZ 5 BUTTON CONTROL STATION 45" A.F.F S DUPLEX RECEPTACLE, SAFETY TYPE DUPLEX RECEPTACLE, GFI DUPLEX RECEPTACLE WITH USB PORTS 15" AFF $(ZR) miniZ ROCKER SWITCH ONLY CONTROL STATION DC DIODES 45" A.F.F - GFI 15" AFF A U 15" AFF NOTES 1. ALL SENSOR LOCATIONS ARE APPROXIMATE. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO INSTALLATION. 2. ULTRASONIC CEILING MOUNT SENSORS SHOULD BE LOCATED A MINIMUM OF SIX (6) FEET FROM HVAC SUPPLY/RETURN VENTS. 3. CONTRACTOR IS RESPONSIBLE FOR PROPER SENSITIVITY AND TIME DELAY SETTINGS FOR NON -ADAPTIVE PRODUCTS, FOLLOWING THE MANUFACTURER'S RECOMMENDED PLACEMENT, AND FIELD VERIFICATION OF CIRCUITS WITH RESPECT TO POWER PACK PLACEMENT. 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF REQUIRED NUMBER OF POWER PACKS : A. ONE POWER PACK IS REQUIRED FOR EACH CONTROLLED CIRCUIT. B. EACH POWER PACK CAN SUPPLY UP TO 150nnA. REFER TO INSTALLATION GUIDE FOR MAXIMUM NUMBER OF SENSORS CONNECTED TO POWER PACK. C. IF MULTIPLE CIRCUITS ARE TO BE CONTROLLED BY A SINGLE SENSOR, AUXILIARY RELAYS MAY BE USED IN CONJUNCTION WITH A POWER PACK. 5. SENSORS MOUNTED OVER DOORWAYS SHOULD BE PLACED ONE (1) FOOT INSIDE THRESHOLD. QUADRUPLEX RECEPTACLE (TWO DUPLEX RCPTS. UNDER ONE COVERPLATE) 15" AFF E QUADRUPLEX RECEPTACLE (TWO DUPLEX RCPTS. UNDER ONE COVERPLATE) 15" AFF QUAD. RECEPTACLE MTD. ABOVE COUNTERTOP (TWO DUPLEX RCPTS. UNDER ONE COVERPLATE) 45" AFF 45" AFF _ DUPLEX RECEPTACLE MTD. ABOVE COUNTERTOP © CLOCK OUTLET. REFER TO ET DRAWINGS. SPECIAL PURPOSE RECEPTACLE (NEMA NO. AS INDICATED) - SIZE & MOUNTING AS REQUIRED JUNCTION BOX - SIZE & MOUNTING AS REQUIRED AS READ. 0 FLOOR MOUNTED SPECIAL PURPOSE OUTLET FLOOR PUSHBUTTON PUSHPLATE 45" AFF 42" AFF DUPLEX TWO-SIDED OUTLET, FISHER HAMILTON #361_22500 (NEMA 5-20R) - © QUADRUPLEX TWO-SIDED OUTLET, FISHER HAMILTON #361-21500 (NEMA 5-20R & NEMA 6-20R) - Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com * ZY *..... .* VICTORJOSUE CASTILLO? , r► c V. 132595 �-V %i REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 ELECTRICAL LEGENDS AND ABBREVIATIONS E001 C0 WRA Architects, Inc. 2021 (GM) GL GK I o WOMEN 107 H LLWAY C102 0 0 I I G2.4— MEN 2 105 0 O r 1 L_J h G5 O 0 ri LJ GH GD GC GB GA I I I I I n � II II 0 0 II II `� G2 P.E. rl STORAGE n ra ELECTRICALO STAGE L �2.4 J �J n n II II 0 rl \\ I I I I u u 4 G3 rl I I I I I� I �I I I I I 3 I I O I u L J 2 F I r, I I I I I I I I I I I I I I I I I I I I LJ LIJ I I I ri ri ri r-i r, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ICI ICI ICI ICI ICI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LJ v� LJ va LJ va LJ LJ se d'a sa GYMNASIUM 104 2 ri ri ri ri r1 I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LJ u LJ LJ u LIJ LJ r-i r i 2 r i r1� I I I I I I I I I I I I I I I I I I I I I I I I ICI ICI ICI I I III I I I I I I ri LJ LJ I LJ LJ I I sa se I I se see I� I I 'I 0) I I 3 ' ' (0 3 LJ I I 3 1 0 1 C NCESSIO L _ _ _ J L _ _ _ J OFFICE 103 2 W MEN 2 MEN 2 102 101 \ 100 4 77 I � I (GM) CGL GK Floor Plan - Gym Demo - Electrical 1 1 /8" = 1'-0" I I I I I GH GD GC GB GA �G71 4141 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428.7744 Fax: 214.428.7770 www. mezaengineeri nginc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com DEMO GENERAL NOTES 1. REMOVE ALL ELECTRICAL ITEMS SHOWN DASHED (LIGHT FIXTURES, WIRING DEVICES, DISCONNECT SWITCHES, STARTERS, PANELBOARDS, BRANCH CIRCUITS, FIRE ALARM DEVICES,ETC.) FOR AREAS THAT ARE BEING COMPLETELY DEMOLISHED, OR LOCATED ON WALLS OR CEILINGS THAT ARE BEING REMOVED, ETC. FOR THE PROJECT WORK SCOPE AREAS; REMOVE BRANCH CIRCUIT (OR FEEDER) COMPLETELY BACK TO SOURCE UNLESS REQUIRED TO SERVE ADJACENT DEVICES REMAINING. IF BRANCH CIRCUIT SERVES ADJACENT DEVICES REMAINING, REWORK AS REQUIRED TO MAINTAIN SERVICE TO REMAINING DEVICES. REFER TO MECHANICAL AND PLUMBING DEMOLITION PLANS FOR EQUIPMENT ITEMS THAT ARE BEING REMOVED, AND PROVIDE FOR REMOVAL/DISCONNECTING OF POWER FROM THOSE ITEMS. 2. REFER TO ARCHITECTURAL DEMOLITION PLANS AND PHASING PLANS FOR ADDITIONAL REQUIREMENTS, AND PROVIDE FOR ALL ITEMS ACCORDINGLY; THIS INCLUDES BUT IS NOT LIMITED TO TEMPORARY BRANCH CIRCUITS, FEEDERS, WIRING DEVICES, FIRE ALARM DEVICES, LIGHT FIXTURES, ETC. AS REQUIRED. 3. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES AND AUTHORITIES HAVING JURISDICTION IN REMOVING AND/OR CAPPING ALL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, ETC. BEING REMOVED AND/OR RELOCATED. WITHIN PROJECT WORK SCOPE AREAS, REMOVE ALL NON -USED CABLES, RACEWAYS, ETC.; DO NOT ABANDON ANY UNUSED ITEMS IN PLACE. 4. CONTRACTOR TO PATCH/REPAIR EXISTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO MATCH EXISTING WHERE DEMOLITION WORK HAS BEEN PERFORMED. WHERE ITEMS HAVE BEEN REMOVED FROM EXISTING WALLS, FLOORS, CEILINGS, ETC. AND NEW DEVICES WILL NOT BE INSTALLED PROVIDE FOR PATCHING/REPAIR OF OPENING AND PAINT/FINISH PER ARCHITECT'S REQUIREMENTS. 5. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 6. PROVIDE FOR FIELD VERIFICATION OF EXISTING BRANCH CIRCUITS, FEEDERS, ETC. SERVING EXISTING EQUIPMENT OR DEVICES THAT ARE TO REMAIN; OR THAT ARE BEING REMOVED, RELOCATED OR REPLACED. WHERE ELECTRICAL PANELS ARE BEING RELOCATED OR REPLACED THAT SERVE BOTH ITEMS TO BE REMOVED, AND ITEMS REMAINING ACCOMMODATE REROUTING ANY ACTIVE BRANCH CIRCUITS OR FEEDERS THAT WILL NEED TO SERVE ANY EXISTING ITEMS TO REMAIN TO THE RELOCATED OR NEW PANEL, EQUIPMENT, DEVICES, ETC. PROVIDE FOR NEW CIRCUIT BREAKER TO MATCH EXISTING FOR RESERVING ANY EXISTING ITEMS THAT ARE TO REMAIN. KEY NOTES 1O REMOVE LEVITON DIMMING CONTROL PANEL DP-1. O2 KEEP CIRCUIT, JUNCTION BOXES, AND CONDUITS FOR LIGHT FIXTURES TO BE REMOVED FOR FUTURE LIGHT FIXTURES. O3 EXIT LIGHTS TO BE DEMOLISHED AND REPLACED. KEEP CIRCUIT AND CONDUIT IN PLACE FOR EXIT LIGHT REPLACEMENT. 4O EXISTING 277V SWITCH TO BE DEMOLISHED AND BE REPLACED WITH LOW VOLTAGE ACUITY SWITCH (AND NECESSARY WIRING) TO CONTROL FOYER LIGHTS. PYICTOR JOSUL CASTILLO} 132695 0. �123 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Gym Demo - Electrical E D201 WRA Architects, Inc. 2021 GH GD GC GB GA I I I I I n � II II 0 0 II II `� G2 P.E. rl STORAGE n ra ELECTRICALO STAGE L �2.4 J �J n n II II 0 rl \\ I I I I u u 4 G3 rl I I I I I� I �I I I I I 3 I I O I u L J 2 F I r, I I I I I I I I I I I I I I I I I I I I LJ LIJ I I I ri ri ri r-i r, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ICI ICI ICI ICI ICI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LJ v� LJ va LJ va LJ LJ se d'a sa GYMNASIUM 104 2 ri ri ri ri r1 I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LJ u LJ LJ u LIJ LJ r-i r i 2 r i r1� I I I I I I I I I I I I I I I I I I I I I I I I ICI ICI ICI I I III I I I I I I ri LJ LJ I LJ LJ I I sa se I I se see I� I I 'I 0) I I 3 ' ' (0 3 LJ I I 3 1 0 1 C NCESSIO L _ _ _ J L _ _ _ J OFFICE 103 2 W MEN 2 MEN 2 102 101 \ 100 4 77 I � I (GM) CGL GK Floor Plan - Gym Demo - Electrical 1 1 /8" = 1'-0" I I I I I GH GD GC GB GA �G71 4141 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428.7744 Fax: 214.428.7770 www. mezaengineeri nginc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com DEMO GENERAL NOTES 1. REMOVE ALL ELECTRICAL ITEMS SHOWN DASHED (LIGHT FIXTURES, WIRING DEVICES, DISCONNECT SWITCHES, STARTERS, PANELBOARDS, BRANCH CIRCUITS, FIRE ALARM DEVICES,ETC.) FOR AREAS THAT ARE BEING COMPLETELY DEMOLISHED, OR LOCATED ON WALLS OR CEILINGS THAT ARE BEING REMOVED, ETC. FOR THE PROJECT WORK SCOPE AREAS; REMOVE BRANCH CIRCUIT (OR FEEDER) COMPLETELY BACK TO SOURCE UNLESS REQUIRED TO SERVE ADJACENT DEVICES REMAINING. IF BRANCH CIRCUIT SERVES ADJACENT DEVICES REMAINING, REWORK AS REQUIRED TO MAINTAIN SERVICE TO REMAINING DEVICES. REFER TO MECHANICAL AND PLUMBING DEMOLITION PLANS FOR EQUIPMENT ITEMS THAT ARE BEING REMOVED, AND PROVIDE FOR REMOVAL/DISCONNECTING OF POWER FROM THOSE ITEMS. 2. REFER TO ARCHITECTURAL DEMOLITION PLANS AND PHASING PLANS FOR ADDITIONAL REQUIREMENTS, AND PROVIDE FOR ALL ITEMS ACCORDINGLY; THIS INCLUDES BUT IS NOT LIMITED TO TEMPORARY BRANCH CIRCUITS, FEEDERS, WIRING DEVICES, FIRE ALARM DEVICES, LIGHT FIXTURES, ETC. AS REQUIRED. 3. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES AND AUTHORITIES HAVING JURISDICTION IN REMOVING AND/OR CAPPING ALL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, ETC. BEING REMOVED AND/OR RELOCATED. WITHIN PROJECT WORK SCOPE AREAS, REMOVE ALL NON -USED CABLES, RACEWAYS, ETC.; DO NOT ABANDON ANY UNUSED ITEMS IN PLACE. 4. CONTRACTOR TO PATCH/REPAIR EXISTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO MATCH EXISTING WHERE DEMOLITION WORK HAS BEEN PERFORMED. WHERE ITEMS HAVE BEEN REMOVED FROM EXISTING WALLS, FLOORS, CEILINGS, ETC. AND NEW DEVICES WILL NOT BE INSTALLED PROVIDE FOR PATCHING/REPAIR OF OPENING AND PAINT/FINISH PER ARCHITECT'S REQUIREMENTS. 5. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 6. PROVIDE FOR FIELD VERIFICATION OF EXISTING BRANCH CIRCUITS, FEEDERS, ETC. SERVING EXISTING EQUIPMENT OR DEVICES THAT ARE TO REMAIN; OR THAT ARE BEING REMOVED, RELOCATED OR REPLACED. WHERE ELECTRICAL PANELS ARE BEING RELOCATED OR REPLACED THAT SERVE BOTH ITEMS TO BE REMOVED, AND ITEMS REMAINING ACCOMMODATE REROUTING ANY ACTIVE BRANCH CIRCUITS OR FEEDERS THAT WILL NEED TO SERVE ANY EXISTING ITEMS TO REMAIN TO THE RELOCATED OR NEW PANEL, EQUIPMENT, DEVICES, ETC. PROVIDE FOR NEW CIRCUIT BREAKER TO MATCH EXISTING FOR RESERVING ANY EXISTING ITEMS THAT ARE TO REMAIN. KEY NOTES 1O REMOVE LEVITON DIMMING CONTROL PANEL DP-1. O2 KEEP CIRCUIT, JUNCTION BOXES, AND CONDUITS FOR LIGHT FIXTURES TO BE REMOVED FOR FUTURE LIGHT FIXTURES. O3 EXIT LIGHTS TO BE DEMOLISHED AND REPLACED. KEEP CIRCUIT AND CONDUIT IN PLACE FOR EXIT LIGHT REPLACEMENT. 4O EXISTING 277V SWITCH TO BE DEMOLISHED AND BE REPLACED WITH LOW VOLTAGE ACUITY SWITCH (AND NECESSARY WIRING) TO CONTROL FOYER LIGHTS. PYICTOR JOSUL CASTILLO} 132695 0. �123 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Gym Demo - Electrical E D201 WRA Architects, Inc. 2021 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428,7744 Fax: 214.428.7770 www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 W.!_.:�RA M co 6 O N O N ti ti F1 F2) F3 F4 F5F6 F7 F8 F9 IF10)(F11) (F12XF13) FA — — — (FB 01 rFC (FD __ FE FF — �I (FG I O ° � o 16 ELEC. JAN. + _ 06 SPRINK. o o � r IDF� F I <H> �'.iF 0 0 ° WOMEN ? MEN ART 309 313 STO n G 0 OFFICE o OFFICE o 30� 307 0 fo O 0 J 5 0 0 LEM HALLWAY C300 0 10:1 —�— FB I o I o C � O E I o ART CLASSROOM �Ino 3 0 0 0 0 F1 F2F3 F4 F5 F6 Floor Plan - Arts Demo - Electrical 1 /8" = 1'-0" 0 Ofo 5 0 �F I I I I I I I I I I F7 F8 F9 (F10) (F11)(F12T13) — FC MEZA ENGINEERING, INC. DEMO GENERAL NOTES 1. REMOVE ALL ELECTRICAL ITEMS SHOWN DASHED (LIGHT FIXTURES, WIRING DEVICES, DISCONNECT SWITCHES, STARTERS, PANELBOARDS, BRANCH CIRCUITS, FIRE ALARM DEVICES,ETC.) FOR AREAS THAT ARE BEING COMPLETELY DEMOLISHED, OR LOCATED ON WALLS OR CEILINGS THAT ARE BEING REMOVED, ETC. FOR THE PROJECT WORK SCOPE AREAS; REMOVE BRANCH CIRCUIT (OR FEEDER) COMPLETELY BACK TO SOURCE UNLESS REQUIRED TO SERVE ADJACENT DEVICES REMAINING. IF BRANCH CIRCUIT SERVES ADJACENT DEVICES REMAINING, REWORK AS REQUIRED TO MAINTAIN SERVICE TO REMAINING DEVICES. REFER TO MECHANICAL AND PLUMBING DEMOLITION PLANS FOR EQUIPMENT ITEMS THAT ARE BEING REMOVED, AND PROVIDE FOR REMOVAL/DISCONNECTING OF POWER FROM THOSE ITEMS. 2. REFER TO ARCHITECTURAL DEMOLITION PLANS AND PHASING PLANS FOR ADDITIONAL REQUIREMENTS, AND PROVIDE FOR ALL ITEMS ACCORDINGLY; THIS INCLUDES BUT IS NOT LIMITED TO TEMPORARY BRANCH CIRCUITS, FEEDERS, WIRING DEVICES, FIRE ALARM DEVICES, LIGHT FIXTURES, ETC. AS REQUIRED. 3. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES AND AUTHORITIES HAVING JURISDICTION IN REMOVING AND/OR CAPPING ALL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, ETC. BEING REMOVED AND/OR RELOCATED. WITHIN PROJECT WORK SCOPE AREAS, REMOVE ALL NON -USED CABLES, RACEWAYS, ETC.; DO NOT ABANDON ANY UNUSED ITEMS IN PLACE. 4. CONTRACTOR TO PATCH/REPAIR EXISTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO MATCH EXISTING WHERE DEMOLITION WORK HAS BEEN PERFORMED. WHERE ITEMS HAVE BEEN REMOVED FROM EXISTING WALLS, FLOORS, CEILINGS, ETC. AND NEW DEVICES WILL NOT BE INSTALLED PROVIDE FOR PATCHING/REPAIR OF OPENING AND PAINT/FINISH PER ARCHITECT'S REQUIREMENTS. 5. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 6. PROVIDE FOR FIELD VERIFICATION OF EXISTING BRANCH CIRCUITS, FEEDERS, ETC. SERVING EXISTING EQUIPMENT OR DEVICES THAT ARE TO REMAIN; OR THAT ARE BEING REMOVED, RELOCATED OR REPLACED. WHERE ELECTRICAL PANELS ARE BEING RELOCATED OR REPLACED THAT SERVE BOTH ITEMS TO BE REMOVED, AND ITEMS REMAINING ACCOMMODATE REROUTING ANY ACTIVE BRANCH CIRCUITS OR FEEDERS THAT WILL NEED TO SERVE ANY EXISTING ITEMS TO REMAIN TO THE RELOCATED OR NEW PANEL, EQUIPMENT, DEVICES, ETC. PROVIDE FOR NEW CIRCUIT BREAKER TO MATCH EXISTING FOR RESERVING ANY EXISTING ITEMS THAT ARE TO REMAIN. KEY NOTES 1O RELOCATE EXISTING FIRE ALARM STROBE DEVICE. SEE E202 FOR NEW LOCATION. O2 REMOVE WHIP TO TABLE, REMOVE ASSOCIATED DEVICES BACK TO PANEL. UPDATE PANELBOARD SCHEDULE TO SHOW IT AS A SPARE CIRCUIT. O3 REMOVE PROJECTOR AND CONNECTRACT ASSEMBLY PRIOR TO BE RELOCATED AFTER WALL REPLACEMENT; SEE E203 O4 RECEPTACLES TO BE RELOCATED AND REINSTALLED ON SAME CIRCUIT AFTER WALL REPLACEMENT; SEE E203 O5 REMOVE EXIT SIGN AND INSTALL NEW EXIT SIGN; SEE E302. KEEP CIRCUIT AND CONDUIT IN PLACE. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com ri �. .4 YICTQR J4SuLCAST;tLO fc �: 132695 v�r� 1q ..•° N O (0 Uj � � W Qa J fLLn V � O >=U) U Z N Z LL W Ury C:) W � 0 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Arts Demo - Electrical E D202 C0 WRA Architects, Inc. 2021 3) (F 1) FC ` FD ` FE 0 FF \ 0 0 0 0 0 0 CLASSROOM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CLASSROOM 0 0 0 0� 0 0 415 (0 0) o HALLWAY o C404 to ED 0) CLASSROOM 413 CLASSROOM �TOILET JAN. + 1 0 ELEC. + SPRINK. TELE. 4y1 410 BOYS ED no -MIN GIRLS Room 409 408 HALLWAY C402 II� 0 o LEI Do 00 u � � 7 L_`,_J RY PRIMARY CLASSROOM CLASSROOM 404 0 405 0 L71 to1///0 0) HALLWAY —TOILETS TOILETS 407 0 406 o TOILETS ° ,, FOILETS E 403 402 i E 0 EXT. �XT. E DAY DAY CLASSROOM CLASSROOM P6-1, ?0' Eo I�o FH FH ` F 13) F11) Floor Plan - Lower School Demo - Electrical 1/8" = 1'-0" io ri 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. DEMO GENERAL NOTES 1. REMOVE ALL ELECTRICAL ITEMS SHOWN DASHED (LIGHT FIXTURES, WIRING DEVICES, DISCONNECT SWITCHES, STARTERS, PANELBOARDS, BRANCH CIRCUITS, FIRE ALARM DEVICES,ETC.) FOR AREAS THAT ARE BEING COMPLETELY DEMOLISHED, OR LOCATED ON WALLS OR CEILINGS THAT ARE BEING REMOVED, ETC. FOR THE PROJECT WORK SCOPE AREAS; REMOVE BRANCH CIRCUIT (OR FEEDER) COMPLETELY BACK TO SOURCE UNLESS REQUIRED TO SERVE ADJACENT DEVICES REMAINING. IF BRANCH CIRCUIT SERVES ADJACENT DEVICES REMAINING, REWORK AS REQUIRED TO MAINTAIN SERVICE TO REMAINING DEVICES. REFER TO MECHANICAL AND PLUMBING DEMOLITION PLANS FOR EQUIPMENT ITEMS THAT ARE BEING REMOVED, AND PROVIDE FOR REMOVAL/DISCONNECTING OF POWER FROM THOSE ITEMS. 2. REFER TO ARCHITECTURAL DEMOLITION PLANS AND PHASING PLANS FOR ADDITIONAL REQUIREMENTS, AND PROVIDE FOR ALL ITEMS ACCORDINGLY; THIS INCLUDES BUT IS NOT LIMITED TO TEMPORARY BRANCH CIRCUITS, FEEDERS, WIRING DEVICES, FIRE ALARM DEVICES, LIGHT FIXTURES, ETC. AS REQUIRED. 3. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES AND AUTHORITIES HAVING JURISDICTION IN REMOVING AND/OR CAPPING ALL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, ETC. BEING REMOVED AND/OR RELOCATED. WITHIN PROJECT WORK SCOPE AREAS, REMOVE ALL NON -USED CABLES, RACEWAYS, ETC.; DO NOT ABANDON ANY UNUSED ITEMS IN PLACE. 4. CONTRACTOR TO PATCH/REPAIR EXISTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO MATCH EXISTING WHERE DEMOLITION WORK HAS BEEN PERFORMED. WHERE ITEMS HAVE BEEN REMOVED FROM EXISTING WALLS, FLOORS, CEILINGS, ETC. AND NEW DEVICES WILL NOT BE INSTALLED PROVIDE FOR PATCHING/REPAIR OF OPENING AND PAINT/FINISH PER ARCHITECT'S REQUIREMENTS. 5. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 6. PROVIDE FOR FIELD VERIFICATION OF EXISTING BRANCH CIRCUITS, FEEDERS, ETC. SERVING EXISTING EQUIPMENT OR DEVICES THAT ARE TO REMAIN; OR THAT ARE BEING REMOVED, RELOCATED OR REPLACED. WHERE ELECTRICAL PANELS ARE BEING RELOCATED OR REPLACED THAT SERVE BOTH ITEMS TO BE REMOVED, AND ITEMS REMAINING ACCOMMODATE REROUTING ANY ACTIVE BRANCH CIRCUITS OR FEEDERS THAT WILL NEED TO SERVE ANY EXISTING ITEMS TO REMAIN TO THE RELOCATED OR NEW PANEL, EQUIPMENT, DEVICES, ETC. PROVIDE FOR NEW CIRCUIT BREAKER TO MATCH EXISTING FOR RESERVING ANY EXISTING ITEMS THAT ARE TO REMAIN. KEY NOTES 0 RELOCATE EXISTING ISOLATED GROUND RECEPTACLE SERVING TV; SEE E203 FOR NEW LOCATION. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 4 VICTQR,.J4i6 i........................ CAST;tLO fc �: 132695 r `D 711D 23 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 - Floor Plan - Lower School Demo - Electrical E D203 C0 WRA Architects, Inc. 2021 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428,7744 Fax: 214.428.7770 www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 W.!_.:�RA co 6 O N O N ti ti SPRINK. + STOR. 527 MEN o 529 oC� GALLERY CONFERENCE WORKROOM 523 OFFICE 519 O ° WOMEN ° 514 F NITO 51 � � 0 O C fo IDF � � ELEC. + TELE. 508 510 00 TOILET I HALLWAY 507 0 27 1� NFIRMARY 505 0 0 0 RECEPTIONIST 501 Floor Plan - Admin Demo - Electrical 1 1 /8" = 1'-0" ED RECEPTION C500 WORKROOM 502 o O1 0 0 0 12 01 OFFICE 504 � o LIBRARY 500 0 0 0 0 MEZA ENGINEERING, INC. DEMO GENERAL NOTES 1. REMOVE ALL ELECTRICAL ITEMS SHOWN DASHED (LIGHT FIXTURES, WIRING DEVICES, DISCONNECT SWITCHES, STARTERS, PANELBOARDS, BRANCH CIRCUITS, FIRE ALARM DEVICES,ETC.) FOR AREAS THAT ARE BEING COMPLETELY DEMOLISHED, OR LOCATED ON WALLS OR CEILINGS THAT ARE BEING REMOVED, ETC. FOR THE PROJECT WORK SCOPE AREAS; REMOVE BRANCH CIRCUIT (OR FEEDER) COMPLETELY BACK TO SOURCE UNLESS REQUIRED TO SERVE ADJACENT DEVICES REMAINING. IF BRANCH CIRCUIT SERVES ADJACENT DEVICES REMAINING, REWORK AS REQUIRED TO MAINTAIN SERVICE TO REMAINING DEVICES. REFER TO MECHANICAL AND PLUMBING DEMOLITION PLANS FOR EQUIPMENT ITEMS THAT ARE BEING REMOVED, AND PROVIDE FOR REMOVAL/DISCONNECTING OF POWER FROM THOSE ITEMS. 2. REFER TO ARCHITECTURAL DEMOLITION PLANS AND PHASING PLANS FOR ADDITIONAL REQUIREMENTS, AND PROVIDE FOR ALL ITEMS ACCORDINGLY; THIS INCLUDES BUT IS NOT LIMITED TO TEMPORARY BRANCH CIRCUITS, FEEDERS, WIRING DEVICES, FIRE ALARM DEVICES, LIGHT FIXTURES, ETC. AS REQUIRED. 3. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES AND AUTHORITIES HAVING JURISDICTION IN REMOVING AND/OR CAPPING ALL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT, ETC. BEING REMOVED AND/OR RELOCATED. WITHIN PROJECT WORK SCOPE AREAS, REMOVE ALL NON -USED CABLES, RACEWAYS, ETC.; DO NOT ABANDON ANY UNUSED ITEMS IN PLACE. 4. CONTRACTOR TO PATCH/REPAIR EXISTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO MATCH EXISTING WHERE DEMOLITION WORK HAS BEEN PERFORMED. WHERE ITEMS HAVE BEEN REMOVED FROM EXISTING WALLS, FLOORS, CEILINGS, ETC. AND NEW DEVICES WILL NOT BE INSTALLED PROVIDE FOR PATCHING/REPAIR OF OPENING AND PAINT/FINISH PER ARCHITECT'S REQUIREMENTS. 5. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 6. PROVIDE FOR FIELD VERIFICATION OF EXISTING BRANCH CIRCUITS, FEEDERS, ETC. SERVING EXISTING EQUIPMENT OR DEVICES THAT ARE TO REMAIN; OR THAT ARE BEING REMOVED, RELOCATED OR REPLACED. WHERE ELECTRICAL PANELS ARE BEING RELOCATED OR REPLACED THAT SERVE BOTH ITEMS TO BE REMOVED, AND ITEMS REMAINING ACCOMMODATE REROUTING ANY ACTIVE BRANCH CIRCUITS OR FEEDERS THAT WILL NEED TO SERVE ANY EXISTING ITEMS TO REMAIN TO THE RELOCATED OR NEW PANEL, EQUIPMENT, DEVICES, ETC. PROVIDE FOR NEW CIRCUIT BREAKER TO MATCH EXISTING FOR RESERVING ANY EXISTING ITEMS THAT ARE TO REMAIN. KEY NOTES OEXIT LIGHTS TO BE DEMOLISHED AND REPLACED. KEEP CIRCUIT AND CONDUIT IN PLACE FOR EXIT LIGHT REPLACEMENT. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com n �. .4 YICTQR J4SlJLCAST;tLO fc �: 132695 v�r� 1q ..•° REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Admin Demo - Electrical E D204 C0 WRA Architects, Inc. 2021 G4 - G5 - G6 - (GM) GL GK ® X1 ��ON E1C- 1 GH GDGC GB GA G 1(TYP.) 3 3 REPLACE REMOVED EXPOSED SPRINKLER HEADS IN AREAS WITH CEILING WORK WITH CONCEALED TYPE. INSTALL/CENTER SPRINKLER HEADS PER SPECIFICATION. REF. ARCH. RCP FOR SCOPE. (TYP.) I� I G 1(TI YP.) I I P1 l E1C-5 OG1 __(G2 �2.4 --(G4 � I G6 ON E1C- 1 ON /D E1C- 3 J 1 J I I I G1 (TYP.) X1 xi ON E1C- 3 ©xi J 0 C I DO S D 1 J O G7 A2❑O O J ® ®A2 3 3 WP1 A2 A2 D1 O O A2 P1 D1 1 0 0 ©X1 � I 1 1 � ;= G8 2 2 I G9 I I I I I (GM) CGL) GK Floor Plan - Gym - Lightin 1 1/8" = 1'-0" 'I I I I I I I I I GH GD � GC GB GA 4141 Lindbergh Drive Addison, Texas 75001 Project:2 30 14.000 777---� Ph: 214.428.7744 Fax: 214.428.7770 www. mezaengineeri nginc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com LIGHTING GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF ALL ELECTRICAL DEVICES PRIOR TO INSTALLATION. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES. 3. ALL MATERIALS SHALL BE U.L. LISTED WHEN SUCH LISTINGS EXIST AND ALL WORK AND MATERIAL SHALL CONFORM WITH ALL CODES, REGULATIONS AND LAWS IN FORCE. 4. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 5. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O. 6. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 7. PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8• FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 9. ALL EMERGENCY LIGHT FIXTURES SHALL BE IDENTIFIED BY A LOWERCASE'e' AND SHALL BE TIED TO UPS SYSTEM THROUGH AN UL-924 RELAY WHICH WILL BRING LIGHTS TO FULL ON BRIGHTNESS. THERE SHALL BE NO INDIVIDUAL BATTERY PACKS UNLESS DEEMED NECESSARY BY MANUFACTURER. 10. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. 11. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 12. LIGHTING ZONES ARE INDICATED BY DASHED LINES OF TAGGED USING LOWERCASE LETTERS WITH THE EXCEPTION OF THE LETTER'e', WHICH WILL BE USED TO DESIGNATE LIGHTING FIXTURES USED FOR EMERGENCY LIGHTING. 13. NEW EXIT LIGHTS SHALL BE CONNECTED TO EXISTING CIRCUIT SERVING DEMOLISHED EXIT LIGHTS, U.N.O. 14. SERVE EXISTING, OUTDOOR, WALL MOUNTED LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING NORMAL CIRCUIT, SWITCHE(ES), AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. KEY NOTES 1O SERVE EMERGENCY LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. O2 FOR EXISTING LIGHTS, ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. O3 TIE NEW LIGHTS INTO EXISTING CIRCUIT SERVING THIS SPACE. ADDITIONAL nLIGHT GATEWAY WITH BACNET IP TO BE ADDED TO GYM. 4O INSTALL ACUITY GFX TOUCHSCREEN FOR CONTROL OF GYM AND STAGE LIGHTS. COORDINATE WITH OWNER'S REPRESENTATIVE FOR EXACT SCENE SELECTIONS. f %% irYICTOR JOSUI CASTILLO." f REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Gym - Lighting E301 WRA Architects, Inc. 2021 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428,7744 Fax: 214.428.7770 www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 W.!_.:�RA (FB (FC F1 F2 ( 3 (F4 I I I I I I I I JAN. + SPRINK. o 311 WP1 F5 F6 F7 F8 F9 (F 10) (F 11) (F UT 13) I I I I I 11*11 1 LJ E ® KITCHEN 310 SLRVING I I FLI=( 3 66 0 0 0 ° WOMEN MEN 309 313 i I o 0 HALLWAY C300 FD X® / 3 WP2 FE 0 0 ° CLASSROOM IO 3 301 o o FF — — °� o I I 0 0 ° X1 3 W o I 0 I 167o ®X1 (FF G (FH iFYlF'2 Floor Plan - Arts - Lighting 1 1 /8" = 1'-0" ON i F3 F4 F5 F6 F7 F8 F9 (F101—(F11)(F1 — -- -- -- -- -- MEZA ENGINEERING, INC. LIGHTING GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF ALL ELECTRICAL DEVICES PRIOR TO INSTALLATION. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES. 3. ALL MATERIALS SHALL BE U.L. LISTED WHEN SUCH LISTINGS EXIST AND ALL WORK AND MATERIAL SHALL CONFORM WITH ALL CODES, REGULATIONS AND LAWS IN FORCE. 4. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 5. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O. 6. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 7. PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8• FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 9. ALL EMERGENCY LIGHT FIXTURES SHALL BE IDENTIFIED BY A LOWERCASE'e' AND SHALL BE TIED TO UPS SYSTEM THROUGH AN UL-924 RELAY WHICH WILL BRING LIGHTS TO FULL ON BRIGHTNESS. THERE SHALL BE NO INDIVIDUAL BATTERY PACKS UNLESS DEEMED NECESSARY BY MANUFACTURER. 10. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. 11. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 12. LIGHTING ZONES ARE INDICATED BY DASHED LINES OF TAGGED USING LOWERCASE LETTERS WITH THE EXCEPTION OF THE LETTER'e', WHICH WILL BE USED TO DESIGNATE LIGHTING FIXTURES USED FOR EMERGENCY LIGHTING. 13. NEW EXIT LIGHTS SHALL BE CONNECTED TO EXISTING CIRCUIT SERVING DEMOLISHED EXIT LIGHTS, U.N.O. 14. SERVE EXISTING, OUTDOOR, WALL MOUNTED LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING NORMAL CIRCUIT, SWITCHE(ES), AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. KEY NOTES 1O SERVE EMERGENCY LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. O2 FOR EXISTING LIGHTS, ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. O3 PLACE LIGHT FIXTURE ABOVE DOOR HEIGHT AND UNDERNEATH CANOPY. 4O ADDITIONAL nLIGHT GATEWAY WITH BACNET IP TO BE ADDED TO FINE ARTS. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com �. .4 VICTQR J4SuLCAST;tLO 132695 v�r� 1q ..•° REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Arts - Lighting E302 C0 WRA Architects, Inc. 2021 /-�(F 3) FC (F 12) (F11) FC 7 co It 6 0 M N O N ti ti FD \ FE FF \ 0■ 0EE0ME 0 0 0 0 CLASSROOM 415 FI I I FI 07 0 ■ xi 0 q A 0 0 0 0 0 0 0 0 0 CLASSROOM 416 X1 l ° HALLWAY ° C404 X1 D O D O x® � �X1 D O D O CLASSROOM 413 CLASSROOM 412 ° TOIL 414 0 0 0 JAN. + o o ELEC. + 1 0 1 1 0 SPRINK. TELE. D1 410 BOYS ED GIRLS 409 408 HALLWAY Do 00 C402 � E X1® xim L3A- 1 3 4 J IDF 1 A2 C402A O 2 WP2 PRIMARY PRIMARY X1 CLASSROOM CLASSROOM ® F*::] 404 x® 0 0 0 0 0 0 0 0 X1 ' X1 HALLWAY _TOILETS 407 ° [TE_4 ETS TOILETS TS 40 � o a a a A161 EXT. DAY EXT. ---C LA �SOR 0 0 0� �o LAcSSR OM �o 400 0 0 0 0 0 0 0 xi 0® FGEMT7 FH \ FH F13) (F11) Floor Plan - Lower School - Lightin 1/8" = 1'-0" rol 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 2 14.428.7744 D Q Fax: 214.428.7770 www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. LIGHTING GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF ALL ELECTRICAL DEVICES PRIOR TO INSTALLATION. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES. 3. ALL MATERIALS SHALL BE U.L. LISTED WHEN SUCH LISTINGS EXIST AND ALL WORK AND MATERIAL SHALL CONFORM WITH ALL CODES, REGULATIONS AND LAWS IN FORCE. 4. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 5. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O. 6. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 7. PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 9, ALL EMERGENCY LIGHT FIXTURES SHALL BE IDENTIFIED BY A LOWERCASE 'e' AND SHALL BE TIED TO UPS SYSTEM THROUGH AN UL-924 RELAY WHICH WILL BRING LIGHTS TO FULL ON BRIGHTNESS. THERE SHALL BE NO INDIVIDUAL BATTERY PACKS UNLESS DEEMED NECESSARY BY MANUFACTURER. 10. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. 11. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 12. LIGHTING ZONES ARE INDICATED BY DASHED LINES OF TAGGED USING LOWERCASE LETTERS WITH THE EXCEPTION OF THE LETTER'e', WHICH WILL BE USED TO DESIGNATE LIGHTING FIXTURES USED FOR EMERGENCY LIGHTING. 13. NEW EXIT LIGHTS SHALL BE CONNECTED TO EXISTING CIRCUIT SERVING DEMOLISHED EXIT LIGHTS, U.N.O. 14. SERVE EXISTING, OUTDOOR, WALL MOUNTED LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING NORMAL CIRCUIT, SWITCHE(ES), AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. KEY NOTES OSERVE EMERGENCY LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. t`2 FOR EXISTING LIGHTS, ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. OIDF ROOM WORK IS ALTERNATE BID; WALLPACKS ARE BASE BID. OIF ALTERNATE BID WORK IS ACCEPTED, SEPARATE nLIGHT GATEWAY WITH BACNET IP TO BE ADDED TO LOWER SCHOOL. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com �. r , 4 f... *' VICTOR J4SuL"CAST;tLO 132695 r `D 711D 23 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Lower School - Lighting E303 lJ VV 1\ri L-ll ll111MkLJ, IIIk- GVG 1 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428,7744 Fax: 214.428.7770 www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 W.!_.:�RA o MEN 529 SPRINK. + STOR. 527 I o_ Al O 1 I In o Al Al ° WOMEN ° � 514 3 JANITO o Al Al 51 GALLERY C504 Al 3 Al 3 Al 1 O I Al Al r1 1 A- 1 2 CONFERENCE J A3 525 0 IDF ELEC. + 508 TELE. ®X1 � 510 W�o i OFFICE o o OFFICE 521 506 o 0 0 0 WORKROOM WORKROOM OFFICE OFFICE 519 ° 504 ®1 Gxi STdR. 0 ®1 �0 517 UNISEX H TOILET HALLWAY FILE 507 27 ° ROO751 X1 INFIRMARY Do 505 OFFICE ° 513 HALLWA 25 LIBRARY Do � 500 v 0 0 OFFICE 0 NURSE o o 503 0 0 OFFICE ®X1 Do 509 o RECEPTIONIST 501 ®X1 ED RECEPTION C500 73 Floor Plan - Admin - Lighting 0 1/8" = 1'-0" N O N ti ti 9 0 r ED n i MEZA ENGINEERING, INC. LIGHTING GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF ALL ELECTRICAL DEVICES PRIOR TO INSTALLATION. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES. 3. ALL MATERIALS SHALL BE U.L. LISTED WHEN SUCH LISTINGS EXIST AND ALL WORK AND MATERIAL SHALL CONFORM WITH ALL CODES, REGULATIONS AND LAWS IN FORCE. 4. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 5. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O. 6. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 7. PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 9. ALL EMERGENCY LIGHT FIXTURES SHALL BE IDENTIFIED BY A LOWERCASE'e' AND SHALL BE TIED TO UPS SYSTEM THROUGH AN UL-924 RELAY WHICH WILL BRING LIGHTS TO FULL ON BRIGHTNESS. THERE SHALL BE NO INDIVIDUAL BATTERY PACKS UNLESS DEEMED NECESSARY BY MANUFACTURER. 10. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. 11. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 12. LIGHTING ZONES ARE INDICATED BY DASHED LINES OF TAGGED USING LOWERCASE LETTERS WITH THE EXCEPTION OF THE LETTER'e', WHICH WILL BE USED TO DESIGNATE LIGHTING FIXTURES USED FOR EMERGENCY LIGHTING. 13. NEW EXIT LIGHTS SHALL BE CONNECTED TO EXISTING CIRCUIT SERVING DEMOLISHED EXIT LIGHTS, U.N.O. 14. SERVE EXISTING, OUTDOOR, WALL MOUNTED LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING NORMAL CIRCUIT, SWITCHE(ES), AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. KEY NOTES 1O SERVE EMERGENCY LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. O2 FOR EXISTING LIGHTS, ENSURE EXISTING SWITCHE(ES) AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. O3 TIE NEW LIGHTS INTO EXISTING CIRCUIT SERVING THIS SPACE. O4 PLACE LIGHT FIXTURE ABOVE GRAPHIC EMBLEM. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com n �. .4 VICTOR J4SuL "CAST it 6 132695 v�r� 1q ..•° REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - Admin - Lighting E304 C0 WRA Architects, Inc. 2021 BOYS i 608 Room ELEC. + 46 TELE. \\� SCIENCE LAB HALLWAYS C600 CLASSROOM 602 CLASSROOM 600 Floor Plan - STEAM - Lightin 1 /8" = 1'-0" 2 2.9 3 L 4 4.1 I I I L t I I I REF. STORAGE 719 I I I CUSTODIAL 717 KIT HENETTE/ ELECTRICAL I_OUNGE 711 BOYS GIRLS C700D 718D 715FD I I ORESSOR OM 5A 4.5 4.6 5 CLASSROOM 716 6� I I I I T INK TANK MATERIAL STORAGE STORAGE 705B 714 Bp S GIRLS GIRLS ---- - B YS FD FD 7 8 710 FD FD CHEMICIAL' 06 STORAGE 704B I I I I I MAKER SPACE 705 FQ SG ENUE AB 04 CORRIDOR C700 D I I I I CLASSROOM 703 PREP I I I I ROOM RISER REF. 704A 718 CLASSROOM 701 I I I I CLASSROOM 702 LOBBY C700B I I I I V STIBULE C700A I I I TF � F F __T7 J L — — — J - L — — — J L — — J � I I I I /0 O i i i 2 2.9 3 L 4 4.1 (44.6 5 L J L J r � L J �K) 4 14 1 Lindbergh Drive Addison, Texas 75001 Project:2 3014.000 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com LIGHTING GENERAL NOTES 1. REFER TO ARCHITECTURAL DRAWINGS FOR THE LOCATION OF ALL ELECTRICAL DEVICES PRIOR TO INSTALLATION. 2. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES. 3. ALL MATERIALS SHALL BE U.L. LISTED WHEN SUCH LISTINGS EXIST AND ALL WORK AND MATERIAL SHALL CONFORM WITH ALL CODES, REGULATIONS AND LAWS IN FORCE. 4. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 5. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O. 6. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 7. PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 9. ALL EMERGENCY LIGHT FIXTURES SHALL BE IDENTIFIED BY A LOWERCASE'e' AND SHALL BE TIED TO UPS SYSTEM THROUGH AN UL-924 RELAY WHICH WILL BRING LIGHTS TO FULL ON BRIGHTNESS. THERE SHALL BE NO INDIVIDUAL BATTERY PACKS UNLESS DEEMED NECESSARY BY MANUFACTURER. 10. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. 11. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 12. LIGHTING ZONES ARE INDICATED BY DASHED LINES OF TAGGED USING LOWERCASE LETTERS WITH THE EXCEPTION OF THE LETTER'e', WHICH WILL BE USED TO DESIGNATE LIGHTING FIXTURES USED FOR EMERGENCY LIGHTING. 13. NEW EXIT LIGHTS SHALL BE CONNECTED TO EXISTING CIRCUIT SERVING DEMOLISHED EXIT LIGHTS, U.N.O. 14. SERVE EXISTING, OUTDOOR, WALL MOUNTED LIGHTS FROM UPS PANELBOARD THRU AN UL-924 RELAY TO BE LOCATED IN AN ACCESSIBLE AREA IN THE CEILING. USE A JUNCTION BOX DOWNSTREAM OF THE RELAY TO TIE INTO LIGHT FIXTURE. ENSURE EXISTING NORMAL CIRCUIT, SWITCHE(ES), AND LIGHTING CONTROLS REMAIN IN CONTROL OF LIGHT FIXTURE. ENSURE LIGHT FIXTURE COMES ON AT FULL POWER IN EVENT OF OUTAGE. �. .4 VICTOR J6SuL "CAST;tLO .......................... 132695i r `D 7/0. 23 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 Floor Plan - STEAM - Lighting E306 WRA Architects, Inc. 2021 Branch Panel: El Location: HALLWAY C300 Supply From: E1A Mounting: Recessed Enclosure: Type 1 Notes: Volts: 480/277 Wye Phases: 3 Wires: 4 A.I.C. Rating: Mains Type: Mains Rating: 50 A MCB Rating: 1 A CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 Arts Lighting - Exterior 20 A 1 126 0 1 20 A SPARE SPARE SPARE 2 3 Arts to Gym Canopy Lights 20 A 1 360 0 1 20 A 4 5 Arts Emer light - Rms 306, 308, 315 20 A 1 120 0 1 20 A 6 7 SPACE -- 1 -- -- 1 -- SPACE 8 9 SPACE -- 1 -- -- 1 -- SPACE 10 11 SPACE -- 1 -- -- 1 -- SPACE 12 Total Load: Total Amps: 126 VA 360 VA 0 A 1 A 120 VA 0 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 360 VA 125.00% 450 VA Lighting - Exterior 126 VA 125.00% 158 VA Total Conn. Load: 601 VA Power 120 VA 100.00% 120 VA Total Est. Demand: 721 VA Total Conn.: 1 A Total Est. Demand: 1 A Notes: Branch Panel: L1C Location: Supply From: Mounting: Recessed Enclosure: Type 1 Notes: Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: Mains Type: Mains Rating: 150 A MCB Rating: 150 A CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 'Scoreboard Console Rcpt 20 A 1 0 0 1 20 A 'West Basketball Goal 2 3 Undercabinet Lights (Rm 103) 20 A 1 0 0 1 20 A East Basketball Goal 4 5 Front Restroom, Foyer, court rcpts 20 A 1 0 0 1 20 A North Rooftop Receptacle 6 7 Stage and West RR rcpts 20 A 1 0 0 1 20 A Refrigerator (Rm 103) 8 9 SPARE 20 A 1 0 10 11 Rcpts (Rms 106, 108, court) 20 A 1 1 1 0 0 1 20 A Microwave (Rm 103 12 13 Rear Water Fountain 20 A 1 0 0 1 20 A Garbage disposal (Rm 103) 14 15 Front Stage Rcpts 20 A 1 0 0 1 20 A Front Electronic Door Lock 16 17 Projector Screen 20 A 1 0 0 1 20 A Fire Alarm 18 19 SPARE 20 A 1 0 0 1 20 A SPARE 20 21 Gym Court Rcpts 20 A 1 0 0 1 1 1 20 A Stage Lights West Beam 22 23 Scoreboard 20 A 1 0 0 1 20 A Stage Lights East Beam 24 25 Ex Fan 20 A 1 0 0 1 20 A Clock Recpt (Rm 104) 26 27 Ex Fan 20 A 1 0 0 1 20 A South Rooftop Rcpt 28 29 SPARE 20 A 1 1 0 0 1 20 A Field Electronic Door Lock (Rm 106) 30 31 Network Wall cabinet quad 20 A 1 0 0 04 1 20 A Elect Rm Plywood Rcpt 32 33 Front Water Fountain 20 A 1 0 0 1 20 A Elect Rm Plywood Rcpt 34 35 Baseball Electronic Door Lock 20 A 1 0 0 1 20 A Elect Rm Plywood Rcpt 36 37 Leviton Dimmer Panel (Rm 106) 20 A 3 0 0 1 20 A Ex Fan 38 39 0 0 2 20 A Mini -Split AC for Elec Rm 40 41 0 0 42 Legend: Total Load: Total Amps: 0 VA 0 A 0 VA 0 A 0 VA 0 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Conn. Load: 0 VA Total Est. Demand: 0 VA Total Conn.: 0 A Total Est. Demand: 0 A Notes: Branch Panel: E1C Location: P.E. STORAGE +... Supply From: E1A Mounting: Recessed Enclosure: Type 1 Notes: Volts: 480/277 Wye Phases: 3 Wires: 4 A.I.C. Rating: Mains Type: Mains Rating: 30 A MCB Rating: 30 A CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 Emergency Lighting - West Lights 20 A 1 425 0 1 20 A SPARE 2 3 Emergency Lighting - East Lights 20 A 1 621 0 1 20 A SPARE 4 5 Wall packs 20 A 1 432 0 1 20 A SPARE 6 7 SPACE -- 1 a1 -- SPACE 8 9 SPACE -- 1 -- -- 1 -- SPACE 10 11 SPACE -- 1 -- -- 1 -- SPACE 12 Total Load: 425 VA 621 VA Total Amps: 2 A 2 A 432 VA 2 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 1046 VA 125.00% 1308 VA Lighting - Exterior 432 VA 125.00% 540 VA Total Conn. Load: 1463 VA Total Est. Demand: 1828 VA Total Conn.: 2 A Total Est. Demand: 2 A Notes: LIGHT FIXTURE SCHEDULE ELECTRICAL FIXTURE MANUFACTURER CATALOG NUMBER LAMP DESCRIPTION DATA Al MARK LIGHTING SL4L LOP 4 FLP [CEILING] LED 80CRI 50K 100OLMF 277 ZT 277 V/1-24 VA 4" WIDE, 4' LONG, LINEAR RECESSED LED, W/FLUSH, FROSTED LENS, DIMMABLE, 5000K A2 LITHONIA STAK-2X2-3000LM-80CR1-50K-(L LED LED RECESSED MOUNTED 2X2, DIMMABLE, 5000K 277 V/1-25 VA ENS)-MIN1-ZT-MVOLT A3 LITHONIA STAK-2X4-3000LM-80CRI-50K-(L LED 277 V/1-25 VA LED RECESSED MOUNTED 2X4, DIMMABLE, 5000K ENS) -MIN 1-ZT-MVOLT 277 V/1-29 VA 6" ROUND DOWN LIGHT, DIMMABLE, 5000 K, CLEAR REFLECTOR, MATT DIFFUSER D1 LITHONIA LDN6 50/10 L06 AR LID MVOLT LED D2 LITHONIA LDN4CYL-50-15-LO4-AR-[FINISH LED 277 V/1-29 VA 4" ADJUSTABLE 4" LED DOWNLIGHT, 1% DIMMING, 5000K ]-MVOLT-GZ1-[MOUNTING] HB6 60/20OW-5000K 277 V/1-200 VA 5' LONG X 6" SURFACE MOUNTED LINEAR FIXTURE, 200W, 4000K, 25000LM, 125LM/W, W/SEALED G1 SOLAS RAY [MOUNTING] [CEILING] DM01 LED FIXTURE, POLYCARBONATE DIFFUSE LENS, POWER CONNECT CORD, 115' BEAM DISTRIBUTION, PRE -WIRED PLUG, W/YOKE TRUSS MOUNTING OR AIRCRAFT CABLE. SEAMLESS LENS. CLX L48 4000LM SEF FDL 277 V/1-35 VA P1 LITHONIA MVOLT GZ10 50K 80CRI LED SUSPENDED INDUSTRIAL PENDANT, 4' LONG, 5000K, DIMMABLE, W/FLUSH FROSTED LENS ZAC 120 S2 MAXLITE CPL20BUC40B LED 277 V/1-20 VA LED CANOPY, LOW PROFILE, , 4000K, WET RATED WP1 RAB RAB EMERGI-LITE SLIM FC 57 N BL LED 277 V/1-48 VA LED WALLPACK, 4000K, FULL CUTOFF,BI-LEVEL DRIVER, WET RATED WP2 ENTRA-12-N-(FINISH) LED 277 V/1-15 VA LED SPOT LIGHT, 4000K, BRONZE, WET RATED EDGE LIT, LED, GREEN, MVOLT SELF -POWERED, WITH SELF DIAGNOSTICS, MIN 90 MINUTES BATTERY X1 GREEN-PNG6-AD I 2-13WPL 1277 V/1-5 VA LIGHTING FIXTURE SCHEDULE AND GENERAL LIGHTING NOTES: 1. PROVIDE ALL NEW LIGHTING FIXTURES WITH INTEGRAL DISCONNECT SWITCH. 2. PROVIDE ALL DIMMABLE LIGHTING FIXTURES WITH APPROPRIATE DIMMING SWITCH. 3. PROVIDE ALL CLASSROOM SPACES WITH A SWITCHING SCHEME; ON/OFF, AND THEN SEPARATE SCENE SELECTIONS, AS WELL AS FULL DIMMING CAPABILITY. FINAL SCENE SELECTIONS TO BE COORDINATED WITH OWNER'S REPRESENTATIVE AT TIME OF FINAL LIGHTING CONTROL PROGRAMMING. 4. FOR TYPE X EMERGENCY EXIT LIGHTS CONNECT FIXTURES TO SAME LIGHTING BRANCH CIRCUIT SERVING OTHER LIGHTING FIXTURES FOR AREA LOCATED IN AHEAD OF ANY SWITCHING (CONNECT UNSWITCHED). Branch Panel: E1A Location: IDF 508 Volts: 480/277 Wye A.I.C. Rating: Supply From: Phases: 3 Mains Type: Mounting: Recessed Wires: 4 Mains Rating: 100 A Enclosure: Type 1 MCB Rating: 100 A Notes: CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 Admin Emer Lights - Rms C504, 508... 20 A 1 620 2 3 PANELBOARD E1C (GYM) Lighting - Exterior - Upper School 30A 3 425 126 3 30A Panelboard E1D (Arts) 4 5 621 360 6 7 432 120 8 9 20 A 1 15 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Total Load: 1158 VA 561 VA 981 VA Total Amps: 4 A 2 A 4 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 2026 VA 125.00% 2533 VA Lighting - Exterior 573 VA 125.00% 716 VA Total Conn. Load: 2696 VA Power 120 VA 100.00% 120 VA Total Est. Demand: 3340 VA Total Conn.: 3 A Total Est. Demand: 4 A Notes: Branch Panel: 1_213 Location: ELEC. 306 Supply From: Mounting: Recessed Enclosure: Type 1 Notes: EXISTING PANELBOARD. NEW CIRCUITS INDICATED BY BOLD TYPE. Volts: 120/208 Wye Phases: 3 Wires: 4 A.I.C. Rating: Mains Type: Mains Rating: 50 A MCB Rating: 1 A CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A IDF Rack, 20 amp Recept. (Room... 2 3 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A Workbench Receptacle (Room 300) 4 5 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A Workbench Receptacle (Room 300) 6 7 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A Workbench Receptacle (Room 300) 8 9 Receptacles (Rooms, 303, 305, 307.... 20 A 1 0 0 1 20 A Serving Lounge Receptacle (Room... 10 11 IDF Rack, 30amp Recept. (Room 306) 20 A 1 0 0 1 20 A Window Comp Table Whip (Room... 12 13 Projector Quad Recept. (Room 301) 20 A 1 0 0 1 20 A SPARE 14 15 Printer Quad Receptacle (Room 301) 20 A 1 0 0 1 20 A SPARE 16 17 Fire Alarm (Room 306) 20 A 1 0 0 1 20 A SPARE 18 19 SPARE 20 A 1 0 0 1 20 A SPARE 20 21 SPARE 20 A 1 0 0 1 20 A SPARE 22 23 IDF Rack #1 Receptacle 20 A 2 1000 0 1 20 A SPARE 24 25 1000 0 1 20 A SPARE 26 27 IDF Rack #1 Receptacle 20 A 1 800 0 1 20 A SPARE 28 29 IDF Rack #1 Receptacle 30 A 1 2000 0 1 20 A SPARE 30 31 IDF Rack #2 Receptacle 30 A 1 2000 0 1 20 A SPARE 32 33 IDF Rack #3 Receptacle 20 A 1 800 800 1 20 A IDF Rack #2 Receptacle 34 35 IDF Rack #3 Receptacle 30 A 1 2000 36 37 38 39 IDF Rack #3 Receptacle 20 A 2 1000 1000 2 20 A IDF Rack #2 Receptacle 40 41 1000 1000 42 Total Load: 3000 VA Total Amps: 25 A 4400 VA 38 A 7000 VA 60 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Receptacle 14400 VA 84.72% 12200 VA Total Conn. Load: 14400 VA Total Est. Demand: 12200 VA Total Conn.: 40 A Total Est. Demand: 34 A Notes: Branch Panel: 1_113 Location: IDF 308 Volts: 120/208 Wye Supply From: Phases: 3 Mounting: Recessed Wires: 4 Enclosure: Type 1 Notes: EXISTING PANELBOARD. NEW CIRCUITS INDICATED BY BOLD TYPE. A.I.C. Rating: Mains Type: Mains Rating: 225 A MCB Rating: 1 A CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 East Electronic Door Lock (Room 315) 20 A 1 0 0 1 20 A Front Electronic Door Lock (Room... 2 3 Receptacles (Room 301) 20 A 1 0 0 1 20 A Rooftop Receptacle 4 5 Receptacles (Room 300) 20 A 1 0 0 1 20 A SPARE 6 7 Receptacles (Room 300 & 302) 20 A 1 0 0 1 20 A Telephone Board Recept. 8 9 Receptacles (Room 303, 305, 307.... 20 A 1 0 0 1 20 A SPARE 10 11 Recptacles (Room 313) 20 A 1 0 0 1 20 A Track Lights (Room 300) 12 13 Receptacles (Room 308, 315) 20 A 1 0 0 1 20 A Pre -wire for Pottery Wheel 14 15 Receptacles (Room 310, 315.... 20 A 1 0 0 1 20 A SPARE 16 17 Dishwasher (Room 308) 20 A 1 0 0 1 20 A Garage Disposal 18 19 SPARE 20 A 1 0 0 1 20 A SPARE 20 21 Refrigerator (Room 310) 20 A 1 0 0 2 20 A Pre -wire for Air Compressor (Room 300 Patio) Kiln (Room 300 Patio) 22 23 Receptacle (Room 307) 20 A 1 0 0 24 25 Microwave (Room 310) 20 A 1 0 0 2 20 A 26 27 Water Fountain 20 A 1 0 0 28 29 Dishwasher (Room 310) 20 A 1 0 0 1 20 A Receptacles (Room 306) 30 31 Range Hood (310) 20 A 1 0 0 2 20 A Dryer 32 33 Range (Room 310) 20 A 2 0 0 34 35 0 1872 2 25 A New IDF AC Unit (Rooftop) (2#10, #10G, 3/4"C) IDF AC Unit (Rooftop) 36 37 IDF room AC pump (Room 308) 20 A 1 180 1872 38 39 0 2 20 A 42 SPARE 20 A 1 0 0 Legend: Total Load: Total Amps: 2052 VA 20 A 0 VA 0 A 1872 VA 18 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals HVAC 3744 VA 100.00% 3744 VA Receptacle 180 VA 100.00% 180 VA Total Conn. Load: 3924 VA Total Est. Demand: 3924 VA Total Conn.: 11 A Total Est. Demand: 11 A Notes: Branch Panel: H1C Location: GYMNASIUM 104 Volts: 480/277 Wye Supply From: Phases: 3 Mounting: Recessed Wires: 4 Enclosure: Type 1 Notes: EXISTING PANELBOARD. NEW CIRCUITS INDICATED BY BOLD TYPE. A.I.C. Rating: Mains Type: Mains Rating: 400 A MCB Rating: 1 A CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 Gym Court Strip Lights 20 A 1 0 0 3 15 A (TRANE -OFFICE/FRONT NCESSION STAND) RR/ RR/ CONCESSION 2 3 Gym Court Strip Lights 20 A 1 0 0 4 5 Lighting 20 A 1 0 0 6 7 Stage Lighting 20 A 1 87 0 1 20 A Gym Court Round Lights 8 9 Lighting 20 A 1 0 0 1 20 A Gym Court Round Lights 10 11 SPARE 20 A 1 0 0 1 20 A Gym Court Round Lights 12 13 SPARE 20 A 1 0 0 1 20 A Gym Court Round Lights 14 15 SPARE 20 A 1 0 0 1 20 A Lighting (Rm 106) 16 17 SPARE 20 A 1 0 0 1 20 A Lighting (Stage Worklights) 18 19 SPARE 20 A 1 0 0 1 30 A Gym Lighting 20 21 SPARE 20 A 20 A 1 1 0 0 0 0 1 1 30 A 20 A Concessions Stand Water Heater SPARE 22 24 23 SPARE SPARE 25 20 A 1 0 0 3 20 A 60 A Power Meter Aaon OA Unit/Dehumid. 26 27 SPARE 20 A 1 0 0 28 29 RTU 1-4 (TRANE - Stage/Rear RR) 50 A 3 0 0 30 31 0 0 3 32 33 0 0 34 35 RTU 1-2 (Aaon - Court) 100 A 3 0 0 36 37 0 0 3 70 A Transformer L1 C 38 39 0 0 40 41 SPARE 20 A 1 0 0 42 Legend: Total Load: Total Amps: 87 VA 0 A 0 VA 0 A 0 VA 0 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Lighting 87 VA 125.00% 109 VA Total Conn. Load: 87 VA Total Est. Demand: 109 VA Total Conn.: 0 A Total Est. Demand: 0 A Notes: 4141 Lindbergh Drive Addison, Texas 75001 Project:23014.000 Ph: 214.428.7744 Fax: 214.428.7770 La www.mezaengineeringinc.com Texas Registered Engineering Firm F-345 MEZA ENGINEERING, INC. WD L .1_.1RUA WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com �. r4 *, ... VICTOR JOSUE CASTILL0 fc �: 132695 �� v�r� 1q ..•° REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 SCHEDULES - ELECTRICAL E501 © WRA Architects, Inc. 2021 AUDIO/VISUAL MULTIMEDIA LEGEND SYMBOL DESCRIPTION A##> V##I> WALL AV ROUGH -IN DETAIL A## V#�# CEILING AV ROUGH -IN DETAIL A# V## FLOOR AV ROUGH -IN DETAIL IWB IWB INTERACTIVE WHITE BOARD - WALL - CEILING PJ PJ I MULTIMEDIA PROJECTOR FP# FP# MULTIMEDIA FLAT PANEL DISPLAY S US LOUD SPEAKER, CEILING MOUNTED - # INDICATES TYPE CP# CONTROL PANEL TP# TOUCH PANEL M MICROPHONE, CEILING MOUNTED - # INDICATES TYPE VC a VOLUME CONTROL WB WALL BOX ENCLOSURE DI Al D1 = DIGITAL SINGLE SIDED CLOCK / Al = ANALOG SINGLE SIDED CLOCK D2 = DIGITAL DOUBLE SIDED CLOCK / A2 = ANALOG DOUBLE SIDED CLOCK EN CEILING ENCLOSURE PRESENTATION CAMERA - CEILING - WALL MOUNTED TWS TEACHERS WORK STATION PREMISE SECURITY LEGEND SYMBOL DESCRIPTION [cRj CARD READER [I M CARD READER MULLION KP INTRUSION DETECTION KEYPAD ( REFERENCE SYMBOL LEGEND FOR DIFFERENT TYPES) INTERCOM ( 1 DATA CABLE, PLUS TRIGGER CABLE TO ACS PANEL) ICMS INTERCOM MASTER STATION (1 DATA CABLE) PB PANIC / DURESS BUTTON LD LOCK DOWN BUTTON MD MOTION DETECTOR ( REFERENCE SYMBOL LEGEND FOR DIFFERENT TYPES) GB ACCOUSTICAL GLASS BREAK SENSOR BM BIOMETRIC READER RX REQUEST TO EXIT - SURFACE FIR KS KEY SWITCH LA LOCAL ALARM SOUNDER RG RED/GREEN INDICATOR LIGHT DB DOORBELL DH MAGNETIC DOOR HOLD VS VISUAL STROBE DR DR DOOR RELEASE BUTTON, CONTROLLED DOOR LEAF RX REQUEST TO EXIT - INTEGRAL TO DOOR HARDWARE, SURFACE MOUNT MOTION, INTEGRAL TO DOOR HARDWARE DC DOOR CONTACT / MONITOR / POSITION SWITCH ES EL EH ELECTRIFIED HARDWARE (REFER TO DIV 08 SCHEDULES) AO ADA DOOR AUTO OPERATOR BUTTON WH WIRELESS LOCK HUB, # = TYPE (C) STANDARD IF SURVEILLANCE CAMERA, (1) DATA CABLE �A(C� 180' MULTI -PAGER IP SURVEILLANCE CAMERA, (1) DATA CABLE O360' MULTI -PAGER IP SURVEILLANCE CAMERA, (1) DATA CABLE © vC 2 - SENSOR IP SURVEILLANCE CAMERA, (1) DATA CABLE © 360' FISHEYE LENS CAMERA, (1) DATA CABLE IR IR ILLUMINATOR, (1) DATA CABLE AND TRIGGER TO CAMERA ACP ACCESS CONTROL PANEL LOCATION IDP INTRUSION DETECTION PANEL LOCATION STRUCTURED CABLING LEGEND SYMBOL DESCRIPTION # v TELECOMMUNICATIONS OUTLET, # =NUMBER OF DATA CABLE(S)/JACK(S) #/# TELECOMMUNICATIONS OUTLET, #/# = NUMBER OF VOICE CABLE(S)/JACK(S) AND NUMBER OF V DATA CABLE(S)/JACK(S) # TELECOMMUNICATIONS OUTLET, # =NUMBER OF VOICE/DATA CABLE(S)/JACK(S), SURFACE I MOUNT #/# TELECOMMUNICATIONS OUTLET, #/# = NUMBER OF VOICE CABLE(S)/JACK(S) AND NUMBER OF I; DATA CABLE(S)/JACK(S), SURFACE MOUNT W V WALL MOUNT PHONE (1 CABLE/JACK) W a WALL MOUNT PHONE, SURFACE MOUNT (1 CABLE/JACK) FLOOR MOUNTED OUTLET, # =NUMBER OF VOICE/DATA CABLE(S)/JACK(S) (FLOOR BOX BY E.C.) #/# FLOOR MOUNTED OUTLET, #/# = NUMBER OF VOICE CABLE(S)/JACK(S) AND NUMBER OF DATA ® CABLE(S)/JACK(S) (FLOOR BOX BY E.C.) # Lj CEILING MOUNTED DATA OUTLET, # =NUMBER OF VOICE/DATA CABLE(S)/JACK(S) CEILING MOUNTED OUTLET FOR WIRELESS ACCESS POINT #=NUMBER OF CABLE(S)/JACK(S) AP#D WALL MOUNTED OUTLET FOR WIRELESS ACCESS POINT #=NUMBER OF CABLE(S)/JACK(S) CABLING SLEEVE(S) TYPICAL LADDER RACK TYPICAL CABLE TRAY, BASKET STYLE GENERAL ANNOTATION LEGEND SYMBOL DESCRIPTION ## T### DETAIL REFERENCE (TOP = DETAIL NUMBER, BOTTOM = SHEET NUMBER) VIEWPORT/DETAIL NOTATION NORTH ARROW 00 KEYNOTES MER MAIN TELECOMMUNICATIONS ROOM TR TELECOMMUNICATION ROOM MDF MAIN DISTRIBUTION FRAME OF INTERMEDIATE DISTRIBUTION FRAME ETR EXISTING TO REMAIN PBO PROVIDED BY OTHERS AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AC ABOVE COUNTER EC ELECTRICAL CONTRACTOR PSC PREMISE SECURITY CONTRACTOR SCC STRUCTURAL CABLING CONTRACTOR AVC AV/MULTIMEDIA CONTRACTOR UNO UNLESS NOTED OTHERWISE ACS ACCESS CONTROL SYSTEM IDS INTRUSION DETECTION SYSTEM VSS VIDEO SURVEILLANCE SYSTEM TECHNOLOGY SYMBOLS LEGEND NOT ALL SYMBOLS ARE USED 'cal;[... CV v AV WALL ROUGH -IN WITH DATA ® KEYNOTE Proposed Camera Direction SURVEILLANCE CAMERA IT Camera Schedule Number (Floor #-Camera #) Camera (N)ew, (E)xisting Rough -in, (D)emo Proposed Camera Direction *#-## PTZ CAMERA PTZ Proposed Camera Direction *#-## FIXED SURVEILLANCE CAMERA Approximate view of lens Lens View Angle 360'/MULTI-SENSOR FIXED SURVEILLANCE �AMERA OR FISHEYE LENS CAMERA Lens size IF� MICROPHONE WITH AUDIO LINKED TO CAMERA SYMBOL TAG —, # (#) = DIFFERENT TYPES OF CARD READERS: CR KP = CARD READER WITH INTEGRATED KEYPAD M = MULLION POE = POWER OVER ETHERNET W = WIRELESS (Proprietary) Wi = Wi-Fi (802.11) SYMBOLTAG KP SYMBOL TAG /# WH (#) = DIFFERENT TYPES OF KEYPADS: PU = PUSH BUTTON TS = TOUCHSCREEN (#) = HUB TYPE RF = RADIO FREQUENCY (PROPRIETARY) W = WIRELESS TOP = DETAIL NUMBER # # DETAIL REFERENCE BOTTOM = SHEET NUMBER NORTH ARROW SHEET NUMBER �#### SECTION MARKER DETAIL NUMBER rDIRECTION OF ELEVATION 1 # #### ELEVATION MARKER SHEET NUMBER DETAIL NUMBER DIRECTION OF ELEVATION SHEET NUMBER DIRECTION OF ELEVATION DETAIL NUMBER BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY SYMBOL TAG "# (") = MOUNT MD W = WALL MOUNT C = CEILING MOUNT (#) = TYPE L = LONG RANGE W = WIDE ANGLE 360 = 360' (REFERENCE BOSCH DS9370) TECHNOLOGY SHEET INDEX Current Sheet Issue Revision SHEET NUMBER SHEET NAME Date Date T000 TECHNOLOGY - INDEX SHEET TECHNOLOGY - OVERALL SITE PLAN 07-07-23 T100 07-07-23 T201 TECHNOLOGY - FLOOR PLAN - GYM & ARTS TECHNOLOGY - FLOOR PLAN - UPPER & LOWER SCHOOL 07-07-23 T203 07-07-23 T204 TECHNOLOGY - FLOOR PLAN - ADMIN TECHNOLOGY - ENLARGEMENTS 07-07-23 T400 07-07-23 T500 TECHNOLOGY - DETAILS 07-07-23 T501 TECHNOLOGY - DETAILS 07-07-23 T502 TECHNOLOGY - DETAILS 07-07-23 T600 TECHNOLOGY - SECURITY DETAILS 07-07-23 T601 TECHNOLOGY - SECURITY DETAILS 07-07-23 TECHNOLOGY - GENERAL NOTES EACH KEYNOTE MAY NOT BE UTILIZED ON EVERY SHEET. 2. ALL CONDUIT MEASUREMENTS REFER TO STANDARD CONDUIT TRADE SIZES. 3. ALL CABLES SHALL BE CONCEALED. 4. EACH CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY SLEEVES, WHETHER OR NOT SPECIFICALLY NOTED ON PROJECT DRAWINGS. ALL SLEEVES SHALL BE 2" UNLESS NOTED OTHERWISE ON THE DRAWINGS. CABLE FILL PERCENTAGE SHALL COMPLY WITH NEC. 5. DEVICE LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL REVIEW CONDITIONS AND COORDINATE WITH OTHER TRADES AS NECESSARY FOR EXACT PLACEMENT. trueNORTH consulting group 3408 Hillcrest Drive Waco, TX 76708 ph: 512.451.5445 fax: 512.451.8777 www.tncg.com WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com J�``A� 1 O NrDIS 4�� Bicsi !3 0 Antonio J Chojnowski CD r BIC51 ID # 117005 EXPIRES12-31-23 REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 TECHNOLOGY - INDEX SHEET T000 c0 WRA Architects, Inc. 2021 TECHNOLOGY KEYNOTES rn O 6 N C") N O N ti ti I I I I ------------------------------------------------------------------------------------- L------------------------------------ ---------------- i I — — — — — — —------— — — I I ' I I I I I I ' I I / I I / / I I / I � I I I I I I I ' I I IDF C402A LOWER SCHOOL IDF 308� \% \ /� KP HH INE ARTS \ \' \ --/— _j \ K \ \ I\ i v HH 4- AA CC G d � I HH \ , r \ , I 4 4• \ d , \ IDF 106 GYMNASIUM , , \ d, ----� LSO, \ cc KIP HH �•� pp v� ; I i I I I I I i I ; I I I ; I I I ; I I I I I L --- -- i ; TECHNOLOGY - SITE PLAN - OVERALL SCALE: 1" = 40'-0" -----------------------------------------------L--------------------------------------------------------- ----------------------------------------------------- AA (2) 2" CONDUITS INSTALLED IN NEW OVERHEAD CANOPY. PENETRATE EXISTING WALL AND STUB ABOVE NEARSEST ACCESSIBLE CEILING. BB (1) 1" CONDUITS FROM MOTORIZED GATE CONTROLLER/ACCESS CONTROL INTERFACE TO CARD READER. CC (2) 1-1/2" CONDUIT FROM MOTORIZED GATE CONTROLLER/ACCESS CONTROL INTERFACE TO TELECOM ROOM ACCESS CONTRO DEMARC. BUILDING ENTRY SHOULD BE LB CONNECTOR NO HIGHER THAN 2'ABOVE FINISHED GRADE. DID APPROXIMATE LOCATION OF MOTORIZED VEHICLE GATE CONTROLLER. REFER TO ARCHITECTURAL/LANDSCAPE DRAWINGS. EE VEHICLE GATE CARD READER. PROVIDE RIGID CONDUIT TO GATE CONTROLLER/BOX. VEHICLE GATE GG HH PEDESTRIAN GATE CARD READER trueNORTH consulting group 3408 Hillcrest Drive Waco, TX 76708 ph: 512.451.5445 fax: 512.451.8777 www.tncg.com WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com J��Lpj10NS pIs�'i� Bicsi o z LU Antonio J Chojnawski BICSI ID # 117005 EXPIRES12-31-23 RC4D REVISIONS: No. Date JOB NO. 2311 DATE: 07/07/2023 TECHNOLOGY - OVERALL SITE PLAN T100 v vvr"-1 rut'uimt u), ui%,. cvci