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Item 6B - Plans30 121 175 DALLASFORT WORTH Area MapVicinity Map TRUE NORTHTRUE NORTH 30 30 30 30 20 20 2020 820 820 635 35W 35W 35E 35E 635 45 45 175 80 8080 80 7767 75 67 75 77 287 81 287 377 121 183 183 121 114 114 360 360 377 360 97 12 408 161 THE CLARIDEN SCHOOL N White Chapel BlvdS Field DrN White Chapel BlvdPavilion Dr N Field Dr W Bob Jones Rd Southfork RdKing Ranch Rd Pirchfork LnCl ar i den Ran c h Rd Sunrise Ranch RdCoyote RdMesa Ranch Rd THE CLARIDEN SCHOOL 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: A.) REFER TO FLOOR LEGEND FOR INDICATIONS ON DRAWINGS. B.) ITEMS TYPICALLY PROVIDED BY OWNER: I) LOOSE FURNITURE II) INSTRUCTIONAL AND NON-INSTRUCTIONAL COMPUTER SYSTEMS. 5. SITE: 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 I.) 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: I.) 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: I.) REFER TO "FINISH CODE" ON A900'S FOR FINISHES. II.) 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. GENERAL NOTES DATE: JOB NO. © WRA Architects, Inc. 2023PROJECT NAME:PROJECT ADDRESS:WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com CONSTRUCTION MANAGER LANDSCAPE ARCHITECT CIVIL ENGINEER ARCHITECT WRA Architects, Inc. 214-750-0077 www.wraarchitects.com OWNER The Clariden School (682) 237-0400 www.claridenschool.org Langan Engineering 817-328-3200 langan.com Steele & Freeman, Inc. 817-232-4742 www.steelefreeman.com Langan Engineering 817-328-3200 langan.com MPE ENGINEER STRUCTURAL ENGINEER Meza Engineering, Inc. 214-428-7744 www.mezaengineering.com/ Ponce Fuess Engineering. LLC 469-310-2850 www.ponce-fuess.com TECHNOLOGY CONSULTANT True North Consulting Group 256-266-6393 WWW.tncg.com G001 Cover Sheet & Index 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092GENERAL G001 Cover Sheet & Index G201 ACS Sheet 1 G202 ACS Sheet 2 G301 Code Sheet G401 Axonometric Views CIVIL C1.0 Site, Grading, & Drainage Plan C2.0 General Notes & Site Details STRUCTURAL S001 General Notes S002 Statement Of Special Inspections 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 A201 Floor Plan - Gym A202 Floor Plan - Arts A203 Floor Plan - Lower School A204 Floor Plan - Admin MEP MEP100 Overall Site Plan - MEP MP001 HVAC + Plumbing Legends and Abbreviations MPD201 Floor Plan - Gym Demo - HVAC + Plumbing MPD202 Floor Plan - Arts Demo - HVAC + Plumbing MPD203 Floor Plan - Lower School Demo - HVAC + Plumbing MPD204 Floor Plan - Admin Demo - HVAC + Plumbing MP201 Floor Plan - Gym - HVAC + Plumbing MP202 Floor Plan - Arts - HVAC + Plumbing MP203 Floor Plan - Lower School - HVAC + Plumbing MP204 Floor Plan - Admin - HVAC + Plumbing MP401 Details - HVAC + Plumbing MP501 Schedules - HVAC + Plumbing 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 E201 Floor Plan - Gym - Power E202 Floor Plan - Arts - Power E203 Floor Plan - Lower School - Power E204 Floor Plan - Admin - 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 E401 One Line Diagram E501 Schedules Electrical TECHNOLOGY T000 Index T100 Overall Site Plan T201 Floor Plan - Gym & Arts T203 Floor Plan - Upper & Lower School T204 Floor Plan - Admin T400 Enlargements T500 Details T501 Details T502 Details T600 Security Details T601 Security Details 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.7/07/2023THIS PARTIAL DRAWING SET WAS ISSUED FOR SITE PLAN APPROVAL PURPOSES ONLY. USE ONLY THE CURRENT AND COMPLETE CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PUPOSES. REF.Occupant Load Designation Egress Occupant Capacity Code Symbols Legend OCCUPANCY # OF OCCUPANTS ### 1-Hour Fire Resistance Rating 2-Hour Fire Resistance Rating Travel DistanceEgress Width## 116 SF WOMEN 514 38 SF JANITOR 512 39 SF SPRINK. + STOR. 527 115 SF MEN 529 278 SF CONFERENCE 525 365 SF WORKROOM 523 145 SF OFFICE 521 145 SF OFFICE 519 361 SF WORKROOM 502 147 SF OFFICE 504 147 SF OFFICE 506 558 SF GALLERY C504 63 SF STOR. 517 68 SF FILE ROOM 515 47 SF UNISEX TOILET 507 142 SF INFIRMARY 505 69 SF NURSE 503 193 SF OFFICE 509 141 SF OFFICE 511 141 SF OFFICE 513 111 SF RECEPTIONIST 501 154 SF HALLWAY 25 1,150 SF LIBRARY 500 719 SF HALLWAY 27 278 SF RECEPTION C500 156 SF IDF 508 114 SF ELEC. + TELE. 510 TRAVEL DISTANCE= 38' 1,199 SF CLASSROOM 301 142 SF OFFICE 307 73 SF OFFICE 305 73 SF OFFICE 303 1,618 SF ART CLASSROOM 300 237 SF ART STORAGE 302 90 SF ELEC. 306 122 SF IDF 308 60 SF JAN. + SPRINK. 311 207 SF WOMEN 309 203 SF MEN 313 181 SF KITCHEN 310 773 SF SERVING 315 661 SF HALLWAY C300 TRAVEL DISTANCE= 27' CODE ANALYSIS: 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 ll-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 USE AND OCCUPANCY CLASSIFICATION 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. Building Element Type II-A Table 601 Fire Resistance Rating Requirements for Building Elements(hours) Primary Structural Frame Incl. Columns, Girders, Trusses Bearing Walls Exterior Interior Nonbearing Walls and Partitions Exterior Interior Floor Construction Including Supporting Beams and Joists Roof Construction and Secondary Members Table 705.5 Fire Resistance Rating Requirements for Exterior Walls based on Fire Separation Distancea, d, g Fire Separation Distance X < 5c 5c ≤ X < 10 10 ≤ X < 30 > 30 CHAPTER 7 FIRE AND SMOKE PROTECTION 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. 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. 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. 1b,c 1 1 See Table 602 0 1 1b,c Type of Construction Type II-A Type II-A Type II-A Type II-A Group E 1 1 1C 0 CHAPTER 8 INTERIOR FINISHES 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. 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 CLASSIFICATION (Section 302) GENERAL (Section 302.1) 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. BOYS 409 ELEC. + TELE. 410 JAN. + SPRINK. 411 TOILET 414 PRIMARY CLASSROOM 405 CLASSROOM 412 CLASSROOM 413 GIRLS 408 PRIMARY CLASSROOM 404 HALLWAY C400 HALLWAY C402 IDF C402A TRAVEL DISTANCE= 41'TRAVEL DISTANCE= 110' DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:06:07 PMG301 Code Sheet 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092No. Date 1/8" = 1'-0"1 Admin Code Sheet 1/8" = 1'-0"2 Arts Code Sheet NO OCCUPANCY CHANGE IN AREAS OF WORK 1/8" = 1'-0"3 Lower School Code Sheet 7/07/2023 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:06:22 PMG401 Axonometric Views 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760921 South East Axon 2 South West Axon. No. Date7/07/2023 11ONE STORYBRICK BUILDING(STEAM)FF = 590.05ONE STORYBRICK BUILDING(UPPER SCHOOL)FF = 591.00PREVIOUS FINISH GRADEIS NO LESS THAN 6" BFFONE STORYBRICK BUILDING(ADMIN. BUILDING)FF = 591.00PREVIOUS FINISH GRADEIS NO LESS THAN 6" BFFONE STORYBRICK BUILDING(LOWER SCHOOL)FF = 591.00PREVIOUS FINISH GRADEIS NO LESS THAN 6" BFFONE STORYBRICK BUILDING(FINE ARTS)FF = ±589.62PREVIOUS FINISH GRADEIS NO LESS THAN 6" BFFONE STORYBRICK BUILDING(GYM)FF = ±586.70PREVIOUS FINISH GRADEIS NO LESS THAN 6" BFF31'135'93'29.5'29'45'34'65'65'45'FUTURE FF = 588.15111INSET "A"CORE DRILL EXISTING CONCRETETO ACCEPT FENCE POST6' TUBULAR STEEL FENCE(REF ARCH)EXISTING DRAINAGE PIPE.USE CAUTION WHEN SETTINGPROPOSED FENCE POSTSINSET "C"INSET "B"%3.86MAX %2MAX%3.3MAX12' WIDE VEHICLE GATE(REF ARCH DETAILS)222MAINTAIN 8' MIN CLEARANCETO EXISTING CORNER OFBACKSTOP2222RESIDENTIAL FENCE CORNER (TYP)RESIDENTIAL FENCECORNER (TYP)4' 4'12'4'4'0+000+1658858 7 58758 64'4'4'4'12'4'2'0+000+48585585 583584585586584585TP 588.45FG 586.50TP 588.40FG 586.25FF 588.15FF 589.62TP 589.50TP 586.30TP 586.35FF 588.15TP 586.65FG 585.55FF 586.70TP 586.73FG 585.65TP 586.50%3.86 MAX %2MAX%3.3 MAXTP 588.055 8 9 5875895895885875885875885885885885 8 75875875865865 8 6 587GRAPHIC SCALEFEET08040Know what'sbelow.before you dig.CallRTHESE PLANS ARE SUBJECT TO REVIEW &APPROVAL BY JURISDICTIONAL ENTITIES.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF ANY EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASEDON RECORDS OF THE VARIOUS UTILITY COMPANIES, THE GOVERNINGMUNICIPALITY, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THEINFORMATION PROVIDED IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OFUTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATEALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTSSHOWN ON THESE PLANS.**NOTICE TO CONTRACTORS - UTILITIES**!!!CAUTION!!!EXISTING OVERHEAD & UNDERGROUND UTILITIES IN THE VICINITY. VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIESBY VACUUM EXCAVATION OR OTHER POTHOLING TECHNIQUES.www.langan.com8951 Cypress Waters Blvd, Suite 150Dallas, TX 75019T: 817.328.3200TBPE FIRM REG. #F-13709Langan Engineering andEnvironmental Services, Inc.© 2023 Langan ** NOTICE TO CONTRACTORS - TOPOGRAPHIC SURVEY **TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PERFORMEDBY WINDROSE LAND SURVEYING. THE CONTRACTOR SHALL NOTIFY THE ENGINEERIMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES OR OMISSIONS TO THETOPOGRAPHIC INFORMATION. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FORCONFIRMING 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. THECONTRACTOR(S) SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIESARE FOUND BETWEEN THE ACTUAL CONDITIONS VERSUS THE DATA CONTAINED INTHE CONSTRUCTION PLANS. ANY COSTS INCURRED AS THE RESULT OF NOTCONFIRMING 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 IFANY ERRORS OR DISCREPANCIES ARE FOUND ON THE CONSTRUCTION DOCUMENTS(PS&E), WHICH NEGATIVELY IMPACT THE PROJECT. THE ENGINEER AND OWNERSHALL BE INDEMNIFIED OF PROBLEMS AND/OR COST WHICH MAY RESULT FROMCONTRACTOR'S FAILURE TO NOTIFY ENGINEER AND OWNER.REMOVE EXISTING FENCE TO INSTALL 6' TUBULAR STEELFENCE CONSISTENTLY RACKED WITH EXISTING SLOPE.(REF ARCH FOR FENCE DETAILS)1SYMBOL KEYLEGENDPROPOSED CULVERTHEADWALLPROPOSED CONTOUREXISTING CONTOURGRADE BREAKSPOT GRADEFLFLOWLINEMEMATCH EXISTINGFGFINISHED GRADETPTOP OF PAVEMENTFFFINISHED FLOORINSET "C"SCALE: 1"=10'INSET "A"SCALE: 1"=10'EROSION CONTROL:Throughout the project and the maintenance period for turfgrass, it is the Contractor'sresponsibility to maintain the topsoil in place at specified grades. Topsoil andturfgrass losses due to erosion or any other construction activities will bereplaced by the Contractor until ESTABLISHMENT and ACCEPTANCE isachieved.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. Ifadequate topsoil is not available onsite, the Contractor shall provide topsoil asapproved by the Owner. The area shall be dressed to typical sections and plowed to adepth of five (5") 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 areasto receive turf shall be leveled, fine graded, and drug with a weighted spike harrow orfloat drag.GRASS SOD:Turfgrass sod shall be 100% "Cynodon dactylon" (Common Bermuda grass). Sodshall consist of stolons, leaf blades, rhizomes and roots with a healthy, virile systemof dense, thickly matted roots throughout the soil of the sod for a thickness not lessthan 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 havebeen 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. Sodshall not be harvested or planted when its moisture condition is so excessively wet ordry that its survival will be affected. All sod is to be harvested, delivered, and plantedwithin a thirty-six (36) hour period of time. Sod shall be protected from exposure towind, sun, and freezing. Should installation occur between November and March, sodshall 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 apermanent irrigation system, Contractor shall water sod temporarily to developadequate growth and establishment before regular maintenance begins. Grass shallbe watered until firmly established.Water shall be furnished by the Contractor with means and methods available toachieve acceptable turf. The water source shall be clean and free of industrial wastesor other substances harmful to the growth of the grass.MAINTENANCE REQUIREMENTS:Vegetation should be inspected regularly to ensure that plant material is establishedproperly and remains healthy. Mowing, trimming and supervision of water applicationsshall be the responsibility of the Contractor until the Owner or Owner's Representativeaccepts and assumes regular maintenance.ESTABLISHMENT AND ACCEPTANCE:All disturbed areas recieving sod shall receive topsoil as specified and be adequatelyestablished such that any absence of water will not kill the grass, but promote a stateof grass dormancy, until the next rainfall event.Regardless of unseasonable climatic conditions or other adverse conditions affectingplanting operations and the growth of the turf grass, it shall be the sole responsibilityof the Contractor to establish a uniform stand of grass.Contractor to make a written request for inspection to Owner or Owner'srepresentative a minimum of 5 days prior to the anticipated inspection date.SOD PROJECT NOTES*** IMPORTANT IRRIGATION MODIFICATION NOTE ***IT IS NOT KNOWN BY LANGAN, THE INTEGRITY OF THE EXISTING IRRIGATIONSYSTEM. THEREFORE, PRIOR TO ANY PROJECT AREA DEMOLITION ORIMPROVEMENTS, THE IRRIGATION CONTRACTOR SHALL MEET WITH THECLARIDEN SCHOOL MAINTENANCE PERSONNEL TO LOCATE LIMITS OFCOVERAGE AND ANY EXISTING SYSTEM FAILURES. WITH AN UNDERSTANDINGOF PROPOSED IMPROVEMENTS, THE SCHOOL AND CONTRACTOR SHALLDETERMINE WHERE TO MODIFY THE EXISTING IRRIGATION SYSTEM TOQUANTIFY PROPOSED MODIFICATIONS. ANY COMPONENTS OF THE EXISTINGSYSTEM TO BE SALVAGED SHALL BE DETERMINED BY THE SCHOOL.ADJUSTMENTS MAY BE NECESSARY TO THE EXISTING SYSTEM'S LIMITS OFCOVERAGE TO PROVIDE A SEAMLESS TRANSITION WITH PROPOSEDMODIFICATIONS TO THE SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ALLREPAIRS / MODIFICATIONS NECESSARY TO THE EXISTING IRRIGATION SYSTEMAS A RESULT OF THE IMPROVEMENTS PER THESE PLANS.100100FG=100.50INSET "B"SCALE: 1"=10'2APPROXIMATE LOCATION OF 4' -5' GATE.(REF ARCH FOR ACTUAL LOCATION AND DETAILS)CULVERT SIZING IS BASED ON, AND ADAPTED FROM, INFORMATION FOUND ONC6.1 - PROPOSED DRAINAGE AREA MAP PROVIDED WITH CIVIL PLAN SETENTITLED "STEAM ADDITION - CLARIDEN SCHOOL" AND DATED 10/10/2021. IFFURTHER INFORMATION IS NEEDED TO SUPPORT THE CURRENT DESIGN,PLEASE NOTIFY LANGAN. IN51 ALL SGOUPS'7 01' OVFrt 50D CITY OF SOUTHLAKE GENERAL NOTES 1. All construction shall be In strict accordance with the standards of the City of Souihlak , and governed by the North Central Texas Council of Ga,,nh C, Standard Specfficatlons for Pubic Works Constm-latest edition. 2. All materials and workmanship shall conform to the City of SoutMake standards where they differ from NCTCOG swndanis, 3_ The location of undeM,,,,,d dVA,fies indcmtod on this plans;, taken from pubho ust oMs_ It is the contractor's rasporxsiii to make rangements with the owners of such underground fadlities prior to working in the area to confirm their exact location and to determine whether any additional facilities other Thar, those shown on the plans may be present. ilia contractor shall preserve and protect all ,,d,Mrouhd facilities. If existing uhamMiountl utilities are damaged, the contractor will be responsible for the cost of repairing the utility. UNDERGROUND FACILITY OWNER TELEPHONE NUMBER Above Net Fiber J214)869_53352 AT&T (214(7451964 AT&T Texas( w[DIGTESS) (80))344-837i Atmos Energy f81_), 3,59-1313 Charter Communications (817)822-8]45 C ty of SoutMake '1111148-8082 DIGTESS (Line Locates) j800jlhhb 8377 Lewl(3) Communications j811)36 8344 On.. EI t- D ivory (811)215-6688888 Oco Scurne G must cat ohs (811)692-6042 TRI County Electric J8172431-1541 V E g - g LW21518„3354 4. Where 't q tilt so i cut br ken or estimated,theC t ct shall pl ors par he utites or now ce'nes with the same type of or g nal material and construct on, or better, unless otherw se shown or noted on the plans at his own cost and expense. The Contractor shallimmediately notify the Engineer at once of any conflicts in gratles antl alignment. 5. All excavations, trenching antl shoring operations shall comply with the requirements of the U. S. Department of Labor, OSHA, "Cons,. Safety and Health Raguiations", Vol_ 29, Subpar P_ pg_ 128-137, and any amendments thereto. 6. Adequate measures shall be taken to prevent erosion. In the avant that significant erosion occurs a- ,,,it of-hamuch., the Contractor shall restore the eroded area to original contlitinn or better. 1_ The Contactor shall restore all a,.-d, tueb.d by cashell 1. odghbl condition or batter. Restored aeeae ncluds, but are not ruhlatl to trench backfill sdeslopes fences culvert Apes drainage dialla, driveways private yards and roadways. 8. All construction must allies, to the Tree Preservation Ordinance. GENERAL NOTES 1. The Contractor shall begin work as directed by the Owner/City, or the Notice to Proceed. 2. The Contragoris responsble for obtaining all necessary parni approvals,add 'nspecions prior to and throughout construetan. 3- All shop draw rigs and mbrri ttals shall be proofread and rev d by he Gami f t sor for approval pros to allmital to the. Engine ir, Sub e t General Ct t h II YInd' t highlight, d property early products to be considered for .pp..I, Sob 'It - p f tl tl harried properly shall be returned unm ewetl. Contractor shall resubm t shop drawing tl II for suitable- time .S it ble r,we, time shall be seven(]) workng days for Apcal subrri ttals and longer depending on the - and ,,two of the m bni ttal. 4. Contractorshall be respons ale far gtw ty control', the requ red construct on,urveYng and matrals testng.Omensons shows and digital files provided shall be used to layout the site. 5. All adjacent property damaged by the proposed consintcton shall be restored to equal ., better hwI ton than wh ch it was found before such work was undertaken (non pay Item). 6. All exist rig fences are mountain uh-sape,iffiod Wherw se by the Owners representat ve. Any damage to fences she I he reps red at Contractors expanse with new and like materials. 1. The Contraetor's respons ale for keeping cs a ng dr-ay, antl s dewalks free of mud and debris from the construct le at all burns, 8. The Contractor shall ma t - dequall thedrainage duhug all phases of constnrcf on. The Contractor shall use OIL fences (or he, methods approved by the enq veer and City) as requ red to prevent sit and constructor dells from flow ng onto adjacent properties. Contractor shall comply with all applicable federal state or local eroson w rvalon and All ordinances. Contractorshall e all temporary eroson control devcos upon completon of perm nindranage fac ley for the astablishemm of grass or other growth a prevent eroson. 9_ Disturbed areas that arc d d h IIb eh k rip d' Ilyf f II ge of grass All ffla- ereasshallb ed f rtT d, and seeded or sodded as eecess wand by half d'o nedun'I, balbrshed stand of grass ran anal .... J a the owes .Reference Landse peke ga um Plant psovded) to --de I el rancmm,,,N and firm Ls It'rrgaton coverage. DEMOLITION NOTES 1. All de uallllon shall be closely coordinated with the owner's representative regarding Items to be salvaged, those W be removed, eti holding any and all re. praarowd on and transplanting eati boa, as outlined in the pre -construction meeting- Removal, rel... train and/or disposal of any pre-zdsting on siie trash, debris, or stoakplles shall be Inoluded in the total cost of demolition and shall be coordhatetl with th... hane representative at ell times_ 2. Contractor shall comply to the fullest extent with all regulations governing agencies regarding the demolition, removal, transportation and daposal of all demolition tlebos. 3. The contractor shall assume responsibility for the protection of all property comer monuments, benchmarks, control points, etc.. and shall have, It his expense, all comer monuments replaced which are hatthbod by construction activities. 4. The contractor shell'nc r all costs far mantenance...d repay of the esstng fences to roman 'nigai'on systems to roman utility lines, etc. as outlined in the speoiflcatle- 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 elating Improvements to the aatlefactled of the owner, as necessary for the construction of the proposed Improvements, and to the extent as noted In the specifications. 6. The contractor shall create ample staging and -cladding areas for the delver es of constsucl on materials, concrete deliver es tops. 1, etc. a acoortlance with the owners representative and the project specifications. UTILITY NOTES i The Contractor shall be responsble for locoing II bill h th p' ate or publicprior'[ b'I' at .0 tract rub -'t the't and make all necessary observalohs and'nape t t familiarize them. If h the arm and the or. all The f rmalon and data show, with respect to es sing unda,mund facti s atcalifigimm, In the liters approwul and based on' former., fuhl 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 accuracy or completeness of any such information or data; and, the Contractor, shall have full responsibility for wing and checking all much information and data, for locating all underground faoihron, for coordination of the work wish the Owners of such underground facilities during constmction, for the safety and protection thereof, and repairing any damage thereto resulting from the work. The cost of all will be considered as having been included in the contract price. 2. Contractor shall, In base bid provide all necessary fittings and appurtenances required to complete all connections, resolve utility conflicts and other -has tat utility work shown on the plans or contained in the spec frost ons or requ red by governing agencies to include, but not limited to t-puraii,se,ions:valves boxes meters backflow prey tars fire depart nectons etc' nclud'ng the repair or replacement of any exstng linplon system. Contractor shall rase(lower or adjust al -ex sing city mans In callwith propose, ed ur iras part of the base bid for all known or unknown line, 3. The Contractor shall not fy all affected utility companies or agenda, I, wr t ng at lea t 1 weak pull to beg nri rig construction. The Contractor shall be respons ale for and make arrangements for any and all temporary ut 11 es, permits, and agreements. 4 The Contractor shall protect all .1uhle, during the construct on of ih s project The Contractor shall g v ih City, resident, and businesses of kited by any a ti -paled water or s.warsery re dsAmr rs at least forty a ght (18) hours poor 5. Contractor shall exercise caution and maintain adequate clear zone between the Confractor's equipment and any power lines. 6. The Contractor shall protect all es ring power poles sgns manholes telephones rsers water valves ui l ms, etc. during all a lsiruct m hases. Contract JIb sale to re lace an damaged tem., and restore an s he that have bee, dignmed All P . g .... arholesclean outs watervalves. fire h drams and others urtenances must be adjusted to rode before the Owner will Y PP 1 9 accept the work. EARTHVLORK NOTES i. Placement of Ngeoll to within 0.10' of finish grade. See topsoll specufcatan should'mpaned material be n... ably, CITY OF SOUTHLAKE PAVING, NOTES i. All fill shall be comported to a density of at least n nary -flue (95%) percent stold aro proctor ae per ASTM D 698 at or above optimum o stun content. LiRs shall be as spec fled per the so Is lab recommentlat on antl as approved by the Ciry- All III shall be tesse f as installed and cerffied by an approved so Is laboratory PAVING NOTES i. The Contractor's solely respons ale for pertorm g II t - t n layouts from the s to layout d g tat control pis nts and from the dthersons shown. The Controller must nobfy the eFgroar of any di -op anses-n advance and allow for the e,ranears response before pmceed'ng with the work. 2 Run, to p,yi,,g install,bri hantmotIrIn f n l, Flat, shoo.t.,t Wei II al- and rondut necessary tosuppof h' tlty tachuntgy/wel sit, lighting,irrigation, at,Contractor sh II andfin,w ih Owner and/or Owners representative to moby I and quantity, 3. Unless.the wi se noted s arj ad. shall be stall <etl to 2 taii the back of curb or edge of pavement per Geri o m-dat ons unless stated mincrw sc. All concrete strength and re nforc rig steel shall be per project geotechri cal rec-mendatous. Sidewalk, wiihln landscape areas shall be minimum 4 th ck 4. All pavement ,th' S f p p d t 'Id- q() shall tlh t th t t d t d Architectural requ t. Palo, t structural and cli i t I plan, d related t h- I Pe ti i . C T p t limit, b B 5 uts d, the building thei f If a conflict 'h the Structural d Ana,tectuml PRInn this re the Stectruall Archrect mqiJach,mashall govern. 5. All re nforc rig t o I and dowel bars n pavement shall be supported and maintained at the correct clearances by the use of bar chars or other approved support. 6. Connection of the proposed s dews k to -wain, p-rig s dowel's Ili and wheelcha r ramps shall be considered subsidiary to the cost of the construction of the sidewalk. All joints (expansion, isolation, contraction, & construction) for concrete paving and incidental racks he, be s,,]ad and installed in accordance with the American Concrete Pavement Association (ACPA) mr nendations. Contractor shall observe the architectural and structural joiniing layouts. In the event of a r ieorepanoy or rnnl fersite paving, the Contractor shall refer to ACPA publication IS061.UP and IS400.01 P for the joint specifications and the layout of pavement joints 1. The Contractor shall use care all soil stabilization and compaction activities so as net to adversely affect landscape areas or utility boas with soil stabilization treatm¢nts_ Aft¢re n,paciionandpriortopleanggrassth¢upp¢r6inchas(8")ofali landscaped areas such aeaerated,tilled, erotherwise proaeseed ao as to promote healthy root growth for tuff and other legislation ctorwlll etation. The Contrabe responsible for any repairs, undercutting, removal, disposal, and backfilling of these areas if stabilization is discovered (non -pay item). NOTE: AT MULIIPLI 51i ALL 6E N OUT5I DL Ot -05LJ CONCPF FF (C,rFIE TO IFLF) 6x6x5 WW_F_ ih 7 ALLTAN) OUR`7 i0P OVtk SCJ 'L6.N) END OI A E L COMPAC ED 5UBGKADf hEADWALUOUTFALL DETAIL r C?ION 1. O�2M1DFL,11, LINF-4-itIll-6 l E IPI _L -NI 11 2 5-1D DACI"CIION 2 O c,U c O LE-111 Dl o U I9ACKF N f-Ail ';r1ALL A I Pt 1 51Ij - DACKPI o -All DETAILS OY 11115 Shx.�l. t JTING LAVI-Ml N'I -� -FNISYIY rT AC iI ALT DP.TAIL M F/ u ONE i-/'A L.) B. Dn..,i dr C N E 71 ,AIAI e Kr Gt e c Tf R P C� G i OI CLF IFF FF, It t AFii AI, KIAI. AI I C'AIDT, 'A A� O - VII'E OD + I - 12^1 C ION 2 r(:K.^ I NPIC117,10i. E' F YOf[ rXiIIING 51imlTF C(F (,At IN 5 El ON 15A.r.Ni t All IF OJniP,wr p 0IFF, MIN. RCP EMBEDMENT DETAIL N t-� 1'-0' I`NGTtI hAl, �S rti'N. LE FLFVAI ON NO'FtEr A 500 PSI. 1,011c"I i- 14 -DE. l0 IDBAR 9` O. C. f. `A. AI CX'05ED -Orll E5 AKE AA' 4 `i I IT AI,C'10F5. COATED 11, T-i 101 5111 e U r:D P01. -,' 111. CAIVAN- I"E ' J14LIEFL, AALAVAIIA`,*FOK C 051 AND tL 02AIN TL,C. ON, I I G MAX. 6' FRONT EIFVATON PRECAST SLOPED hEADWALL ISOMETRIC VIC'W s S �•;:�. � � / Jn t of nF„ t n. u [ 73 1,A� W I JOINTTp ?ATH +L �gMEIJf IM11T Yt _ �2IL Fk�,1 i-o2 1 siSTAUA'n ON OF IAnrw .. c1AfiDaAi YLAN VICW SIDEWALK BPIDGF DFTAL 2 3 4 5 6 A B C G J D E F H K R1 2.9 4.1 4.5 A.1 .1 .2 .3 .4 .5 1 R1 R2 126' - 0 1/2" R136' - 0 1/2" RR6 R7 F2 F1 C14 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 GA GB GC 271' - 0" R 281' - 0" R C2 1 S201 2 S211 WORKPOINT EXISTING FINE ARTS BUILDING EXISTING GYM BUILDING EXISTING MIDDLE SCHOOL BUILDING EXISTING STEAM BUILDING WORKPOINT C1 G2.4 G3 G4 PONCE FUE SS E N G I N EE R I N G Project No. TX REG. # F-12125 Dallas, TX 752193333 Lee Parkway, Suite 475 469-310-2850 www.ponce-fuess.com DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 21044 7/7/2023 4:23:16 PMS200 OVERALL FOUNDATION PLAN 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760921" = 20'-0" 1 LEVEL 1 - OVERALL SITE PLAN No. Date STATEOFTEXASREGISTEREDPROFESSIONALENGINEERLUCAS G. PONCE 91119 R6 R6 R7 R7 F2 F1 C14 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 GA GB GC2.84°2.84°2.84°2.84°2.84°2.84°2.84°2.84°2.84°2.84°C2 C1 TYP C1 C1 11 S501 EXISTING BUILDING EXISTING BUILDING APPROXIMATE LOCATION OF EXIST UG TELECOMMUNICATIONS LINE. GC TO FIELD LOCATE THE GAS LINES AND INFORM DESIGN TEAM PRIOR TO SUBMITTING SHOP DRAWINGS APPROXIMATE LOCATION OF EXIST UG GAS LINE. GC TO FIELD LOCATE THE GAS LINES AND INFORM DESIGN TEAM PRIOR TO SUBMITTING SHOP DRAWINGS 2.84°C1 C1 C1 C1 C1 C1 FV7 ' - 0 "FV5 ' - 8 " 2.84° G2.4 G3 G4 C1 C1 C1 C1 TOP OF EXISTING CONCRETE EL - 100' -0" TOP OF CONCRETE ELEVATION 97' -1". SEE CIVIL DEMOLISH EXISTING SLAB FOR NEW GRADE BEAMS. DO NOT DAMAGE EXISTING GRADE BEAMS. 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. C1 C1 2.84°C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 EXISTING 14" WIDE x 22" DEEP GRADE BEAM TO REMAIN 1 S302 1 S302 SEE FOR DOWELS INTO THE EXISTING BEAM. 3/S302 2' - 6"4' - 0"UNO 3' - 0" TYP UNO3' - 0" TYPPROTECT EXCAVATION SO AS TO NOT UNDERMINE EXISTING GRADE BEAM TOP OF PEDESTAL= EL 98'-10" TOP OF FOOTING= EL 96'-10" TOP OF PEDESTAL= EL 98'-5 1/2" TOP OF FOOTING= EL 96'-4" TOP OF PEDESTAL= EL 98'-1" TOP OF FOOTING= EL 94'-4" TOP OF PEDESTAL= EL 97'-8 1/2" TOP OF FOOTING= EL 94'-4" TOP OF PEDESTAL= EL 97'-4" TOP OF FOOTING= EL 95'-4" TYP, UNO TOP OF PEDESTAL= EL 96'-2 1/2" TOP OF FOOTING= EL 93'-4" TYP, UNO TOP OF PEDESTAL= EL 96'-7" TOP OF FOOTING= EL 93'-4" TYP, UNO TOP OF PEDESTAL= EL 96'-11 1/2" TOP OF FOOTING= EL 94'-8" TYP, UNO 5 .6 3 °5.63° 1' - 5 1/2" .1 .2 .3 .4 .5 1 R1 R2 C2 C2 C2 C2 C2 C2 C2 C2 EXISTING GRADE BEAM EXISTING PILASTER EXISTING BUILDING EXISTING BUILDING 5.62° 5.63° EXISTING SLAB- ON-VOIDS AND GRADE BEAM EXISTING PAVING12 S501 1' - 3"1' - 3"2 S302 2 S302 REMOVE EXISTING PAVING TO THE TOP OF THE EXISTING GRADE BEAM TO INSTALL THE ANCHORS. INFILL AFTER ANCHORS ARE INSTALLED C2 C2 PONCE FUE SS E N G I N EE R I N G Project No. TX REG. # F-12125 Dallas, TX 752193333 Lee Parkway, Suite 475 469-310-2850 www.ponce-fuess.com DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 21044 7/7/2023 4:23:17 PMS201 ENLARGED CANOPY FOUNDATION PLAN 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760921/8" = 1'-0" 1 LEVEL 1 - GYM CANOPY 1/8" = 1'-0" 2 LEVEL 1 - STEAM CANOPY No. Date STATEOFTEXASREGISTEREDPROFESSIONALENGINEERLUCAS G. PONCE 91119 2 3 4 5 6 A B C G J D E F H K R1 R2 2.9 4.1 4.5 A.1 .1 .2 .3 .4 .5 1 R1 R2 R6 R7 F2 F1 C14 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 GA GB GC C2 2 S211 1 S211 C1 G2.4 G3 G4 PONCE FUE SS E N G I N EE R I N G Project No. TX REG. # F-12125 Dallas, TX 752193333 Lee Parkway, Suite 475 469-310-2850 www.ponce-fuess.com DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 21044 7/7/2023 4:23:18 PMS210 OVERALL CANOPY ROOF PLAN 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760921" = 20'-0" 1 CANOPY ROOF - OVERALL No. Date STATEOFTEXASREGISTEREDPROFESSIONALENGINEERLUCAS G. PONCE 91119 .1 .2 .3 .4 .5 1 R1 R2 12 S501 4 S501 H S S 4 x 4 x 3 /1 6 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16HSS8 x 2 x 1 /4 (L O )HSS8 x 2 x 1/4 (LO)HSS8 x 2 x 1/4 (LO)HSS8 x 2 x 1/4 (LO) HSS4 x 4 x 3/16HSS4 x 4 x 3/16 HSS4 x 4 x 3/16HSS4 x 4 x 3 /1 6 H S S 4 x 4 x 3 /1 6 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16HSS4 x 4 x 3 /1 6 H S S 8 x 2 x 1 /4 (L O )HSS8 x 2 x 1/4 (LO)HSS8 x 2 x 1/4 (LO) HSS8 x 2 x 1/4 (LO) HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 HSS4 x 4 x 3/16HSS4 x 4 x 3 /1 6HSS8 x 4 x 1/4HSS8 x 4 x 1/4HSS8 x 4 x 1/4HSS8 x 4 x 1/4MITERED CONNECTIONS AT EXPOSED HSS BEAMS, TYP 1 1/2" DEEP x 22 GA GALVANIZED METAL ROOF DECK EXISTING BUILDING EXISTING BUILDING F V 2 ' - 3 1 /8" R6 R7 F2 F1 C14 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 GA GB GC2.84°2.84°2.84°2.84°2.84°2.84°2.84°2.84°2.84°2.84°C2 2.84°11 S501 TYP (TYP)(TYP)(TYP)1 1/2" DEEP x 22 GA GALVANIZED METAL ROOF DECK MITERED CONNECTIONS AT EXPOSED HSS BEAMS, TYP EXISTING BUILDING EXISTING CANOPY DEMOLISH EXISTING LOW CANOPY. SEE ARCH FOR EXTENTS AND DETAILSHSS4 x 4 x 3/16HSS4 x 4 x 3/16HSS4 x 4 x 3/16 HSS4 x 4 x 3/16 C1 2.84°7 ' - 0 " 5 ' - 8 " G3 G410 1/2"EXISTING CANOPY POST. FIELD LOCATE EXISTING POSTS AND FIELD MEASURING EXISTING CANOPY EXISTING CANOPY POST. FIELD LOCATE EXISTING POSTS AND FIELD MEASURING EXISTING CANOPY6"1' - 0 3/8"2.84°HSS8 x 2 x 1/4 (LOW)HSS8 x 2 x 1/4 (LOW)HSS4 x 4 x 3/16HSS4 x 4 x 3/16HSS4 x 4 x 3/16HSS4 x 4 x 3/16HSS4 x 4 x 3/16HSS4 x 4 x 3/16PONCE FUE SS E N G I N EE R I N G Project No. TX REG. # F-12125 Dallas, TX 752193333 Lee Parkway, Suite 475 469-310-2850 www.ponce-fuess.com DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 21044 7/7/2023 4:23:18 PMS211 ENLARGED CANOPY ROOF PLANS 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760921/8" = 1'-0" 1 STEAM CANOPY ROOF 1/8" = 1'-0" 2 GYM CANOPY ROOF No. Date STATEOFTEXASREGISTEREDPROFESSIONALENGINEERLUCAS G. PONCE 91119 CONCRETE SLAB COVER BOARD AND VAPOR RETARDER MOISTURE RESISTANT CARDBOARD VOID FORMS VOID BOX - SLABNOTESSEE GNVOID BOX - BM OR WALL GRADE BEAM OR WALL VOID RETAINER BACKFILL CONTINUOUS MOISTURE RESISTANT CARDBOARD VOID FORM BETWEEN FOUNDATION ELEMENTS, RECTANGULAR SHAPED. UNDISTURBED OR COMPACTED SUBGRADE TOP OF FOUNDATION ELEMENT BEYOND SEE GN NOTESVOID DEPTHDIM "A"2 1/2" MINDEPTH CONTTRENCHDIM "B" VOID DEPTH DIM "A" DIM "B" 6" - 8"3" MIN 3" MIN 5" MAX 10" - 12" 4" MIN 4" MIN 6" MAX 18" 4" MIN 4" MIN 6" MAX WALL OR GRADE BEAM PLAN VIEW PROVIDE CORNER BARS SAME SIZE & SPACING AS HORIZ. WALL OR GRADE BEAM REINF WITH CLASS A LAP SPLICE EACH WAY CORNER BARS ELEVATION FIRST POUR 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 GRADE BM CONSTRUCTION JOINT 2"1/31/31/3TOP BARS CONT AT CANTILEVERS, CANTILEVER BACKSPANS AND SPANS LESS THAN 10' - 0". TYP ST SPA SPAN CL SUPPORT CL SUPPORT SPLICE BOT BARS @ CL SUPPORT, TYP 2" TO FIRST ST, TYPHOOK TOP BARS @ ENDS, TYP AT ALL END CONDITIONS SPLICE TOP BARS @ MIDSPAN, TYP STIRRUPS, TYP TYP GRADE BEAM REINF ELEVATION CANTILEVER TYP ST SPA STIRRUPS AT MAX TYP SPACING OVER PIERS, TYP OFFSET BARS STANDARD END HOOKS STIRRUPS AND TIES 6 1 MAX#3 - #5 #6 - #8 12db4db (2 1/2" MIN) D D D 90° 180°DBAR SIZE #3 - #8 #9 - #11 #14, #18 MIN BEND DIA, D 6db 8db 10db SEE STANDARD END HOOK BEND SCHEDULE, TYP D 12db FOR #6 - #8 6db FOR #3 - #5 D D D6dbBAR SIZE MIN BEND DIA, D 4db 6db ROUND STIRRUPS AND TIES6" MINREBAR BENDS AND HOOKS "db" = NOMINAL BAR DIA IN INCHES, TYP SEE STIRRUP AND TIE DETAIL FOR HOOKS ENGAGEVERT REINFEND HOOKS (EXCLUSIVE OF STIRRUPS AND TIES) SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE. WELD SIZE BAR SIZE WELD SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 3/16" 1/4" 5/16" 3/8" 7/16" 1/2" 9/16" 5/8" 11/16" STEEL PLATE BAR PERPENDICULAR TO PLATE REBAR WELDING BAR PARALLEL TO PLATE BAR SIZE WELD LENGTH #3 #4 #5 #6 #7 #8 #9 #10 #11 1 1/4" 1 3/4" 2 1/4" 2 3/4" 3 3/4" 5" 6 1/4" 8" 9 3/4" BAR SPLICEtw = 0.3dbBAR SIZE MINIMUM SPLICE LENGTH #3 #4 #5 #6 #7 #8 #9 #10 #11 1" 1 1/4" 1 1/2" 1 3/4" 2" 2 1/4" 2 1/2" 3" 3 1/4"tw = 0.2dbdbWELD LENGTH STEEL PLATE 0.2db, TYP 15° MAX BLOCKOUT FOR UNDERGROUND PIPE THROUGH GRADE BEAM SECTIONSEESEE SECTIONFF EL TOP OF GRADE BEAM TYP 2"2"6" MIN6" MIN4"1" TYP GRADE BEAM 6" DIA PIPE MAX, SUPPORT FROM SLAB PER 23/S3.01 BOTTOM OF GRADE BEAM #4 (4-0) DIAGONAL REINF EACH FACE (8 BARS PER BLOCKOUT)SLAB 2 STIRRUPS EACH SIDE OF BLOCKOUT 2#6 (5-0) T&B 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. CONDUIT SEE ELECTRICAL DWGS SLOPE TOP OF CONCRETE TO DRAIN W/ ARCH & MEP16" MAX GC COORD24" DIA PIER REINF: 6 #7 VERT W/ #3 TIES @ 12 POLE, BASE PLATE, ANCHOR BOLTS & COVER BY POLE MFR SEE TYPICAL PIER DETAIL FOR ADDL INFORMATION 3/4" CHAMFER GROUND OR SITE PAVING BASED ON 20'-0" TALL POLE AND FIXTURE WITH 2 SF EFFECTIVE PROJECTED AREA 3 #3 TIES @ 3 AT TOP RUBBED FINISH @ EXPOSED CONCRETE SITE LIGHT POLE FOUNDATION8' - 0" MINPONCE FUE SS E N G I N EE R I N G Project No. TX REG. # F-12125 Dallas, TX 752193333 Lee Parkway, Suite 475 469-310-2850 www.ponce-fuess.com DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 21044 7/7/2023 4:23:19 PMS301 TYPICAL CONCRETE DETAILS 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092TYPICAL DETAIL NO SCALE 5 TD02501 TYPICAL DETAIL NO SCALE 6 TD02526 TYPICAL DETAIL NO SCALE 7 TD03026 TYPICAL DETAIL NO SCALE 9 TD03140 TYPICAL DETAIL NO SCALE 10 TD03141 TYPICAL DETAIL NO SCALE 11 TD03201 3" = 1'-0" 16 TYPICAL DETAIL NO SCALE 14 14/S301 TYPICAL DETAIL NO SCALE 1 TD02111 No. Date STATEOFTEXASREGISTEREDPROFESSIONALENGINEERLUCAS G. PONCE 91119 8"2' - 0"EXISTING SLAB-ON- VOID EXISTING GRADE BEAM REMOVE EXISTING PAVING TO THE TOP OF THE EXISTING GRADE BEAM TO INSTALL THE ANCHORS. INFILL AFTER ANCHORS ARE INSTALLED SEE FOR COLUMN AND BASE PLATE INFO 12/S501 UNO 2" TYP PAVING SEE CIVIL& ARCH EXISTING CONCRETE BEAM FV 1' - 4" 6 #7 (4-0) DOWELS IN 8" GAGE. DRILL & ADHERE W/ MIN 6" EMBED 7"8"6"7"2' - 4"NEW PAVING SEE CIVIL& ARCH 2' - 4"8"4#7 T&B + #4 ST @ 10" 12" x 12" x 3/4" BASE PL W/ (4) 1/2" DIA x 1'-4" LONG ANCHOR BOLTS STEEL COLUMN SEE PLAN REFER TO FOR DOWELS INTO THE EXISTING GRADE BEAM 3/S302 PONCE FUE SS E N G I N EE R I N G Project No. TX REG. # F-12125 Dallas, TX 752193333 Lee Parkway, Suite 475 469-310-2850 www.ponce-fuess.com DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 21044 7/7/2023 4:23:19 PMS302 CONCRETE DETAILS 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760923/4" = 1'-0" 2 3/4" = 1'-0" 3 3/4" = 1'-0" 1 GRADE BEAM REINF NOT SHOWN FOR CLARITY No. Date STATEOFTEXASREGISTEREDPROFESSIONALENGINEERLUCAS G. PONCE 91119 DIMENSION "B" DIM "D"DIM "D"DIMENSION "A"DIM "C"DIM "C"PLAN VIEW TUBE COLUMN REFER TO BASE PLATE SCHEDULE FOR DIMENSIONS. DIMENSIONS C & D APPLY ONLY IF SCHEDULED COLUMN BASE PLATE 5/16MILLELEVATION PROVIDE PLATE WASHER W/ STANDARD SIZE HOLE. DO NOT USE HEAVY DUTY WAHER , TYP. REFER TO BASE PLATE SCHEDULE FOR ANCHOR BOLTS & BASE PLATE NON-SHRINK GROUT PROVIDE OVERSIZED HOLE IN BASEPLATE COLUMN BEARING EL.- REFER TO SECTIONS BASE PL. THICKNESS ( t )1 1/2" GROUTMEANS OF LEVELING & ELEVATION CONTROL SHALL BE PROVIDED & COORDINATED BY THE CONTRACTOR COLUMN BASE PLATE COL BEARING ELEVATION PLATE WASHER PER SCHED HEAVY HEX NUTS TYP ANCHOR ROD TYPESSEE COL SCHEDEMBED LENGTHREQUIREDPROJECTION ASAR-1 AR-2 3/4" MAX HOLE DIA IN BASE PL 1 5/16" ROD DIA 7/8" 1" 1 1/4" 1 1/2" 1 3/4" 2" 2 1/2" *WHERE 3/4" DIAMETER ANCHOR RODS ARE USED WITH 1 1/16" OR SMALLER PUNCHED HOLES IN BASE PLATES 1 1/4" THICK OR LESS, ASTM F844 HEAVY DUTY WASHERS MAY BE USED IN LIEU OF PLATE WASHERS. 1 9/16" 1 13/16" 2 1/16" 2 5/16" 2 3/4" 3 1/4" 3 3/4" PLATE WASHER THICKNESS 1/4" 5/16" 3/8" 1/2" 1/2" 5/8" 3/4" 7/8" PLATE WASHER SIZE OR DIA 2" 2 1/2" 3" 3" 3 1/2" 4" 5" 5 1/2" * LOCKING NUT PAIR OR EQUIVALENT HEADED ANCHOR ROD WASHER PER SCHED & NUTS AS REQD 1 3/4" EJ (FV) 2' - 1 3/8" HSS BEAM SEE PLAN EXISTING STRUCTURE L3 x 3 x 1/4 CONT 3/16 PL 1/4" 1/2" 2" 2' - 4" 10' - 0" 2' - 4" 2" METAL DECK SEE PLAN HSS SEE PLAN TYP HSS8 x 2 x 1/4 HSS8 x 2 x 1/4 TYP 1/2" CAP PL TYP STEEL COLUMN SEE PLAN PEDESTAL 20" x 20" W/ 8 # 5 + 4 # 4 TIES 12" x 12" x 3/4" BASE PL W/ (4) 3/4" DIA x 1'-4" LONG ANCHOR BOLTS 8"SEE CIVIL & ARCH FOR PAVING GRADE AND FINISH 7' - 1"10' - 6"9' - 3"3/16 TYP 3/16 TYP 3/16 TYP 1' - 0"2' - 0"1' - 4"FOOTING 3' - 0" x 3' - 0" x 1' - 4" W/ 4 # 5 T&B EW 2" 2' - 4" 10' - 0" 2' - 4" 2" METAL DECK SEE PLAN HSS SEE PLAN TYP HSS SEE PLAN HSS8 x 2 x 1/4 TYP 1/2" CAP PL TYP STEEL COLUMN SEE PLAN EXISTING PILASTERS OR GRADE BEAM. GC FV EXISTING PIERS 2'-0" x 2'-0" EXISTING PIER CAP 12" x 12" x 3/4" BASE PL W/ (4) 3/4" DIA ADHESIVE ANCHORS W/ MIN 8 1/2" EMBEDMENT IN 9x9 PATTERN8"EXISTING PAVING 7' - 1"REMOVE EXISTING PAVING TO THE TOP OF THE EXISTING GRADE BEAM TO INSTALL THE ANCHORS. INFILL AFTER ANCHORS ARE INSTALLED 1/4 TYP 1' - 0"1' - 0" UNO 2" TYP 3/16 TYP PONCE FUE SS E N G I N EE R I N G Project No. TX REG. # F-12125 Dallas, TX 752193333 Lee Parkway, Suite 475 469-310-2850 www.ponce-fuess.com DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 21044 7/7/2023 4:23:19 PMS501 TYPICAL STEEL DETAILS 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092TYPICAL DETAIL NO SCALE 3 TD05120 STEEL COLUMN SCHEDULE COL MARK COL SIZE BASE PLATE DIMENSIONS ANCHOR BOLTS 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" 8 1/2" TYPICAL DETAIL NO SCALE 6 TD05121 TYPICAL DETAIL NO SCALE 2 TD05102 1/2" = 1'-0" 11 3/4" = 1'-0" 4 1/2" = 1'-0" 12 No. Date STATEOFTEXASREGISTEREDPROFESSIONALENGINEERLUCAS G. PONCE 91119 REF.REF.DW EXISTING ADMIN EXISTING STEAM ADDITION EXISTING ARTS EXISTING UPPER SCHOOL EXISTING GYM EXISTING LOWER SCHOOL PROPERTY LINE 40' SETBACK LINE FUTURE EXPANSIONFUTURE EXPANSION FUTURE EXPANSION FUTURE EXPANSION FUTURE GYM FUTURE LOWER SCHOOL EXISTING TRANSFORMER 1 1 3 3 3 43 3 4 5 4 3 2 6 SAWCUT AND REMOVE EXISTING PAVING.1 REMOVE EXISTING CANOPY. PATCH AND REPAIR MASONRY WITH MATCHING BRICK & MORTAR2 REMOVE EXISTING 4' WROUGHT IRON FENCING AND GATES3 SITE DEMO NOTES REMOVE TREE4 DEMOLISH EXISTING WATER FOUNTAIN PAD AND CAP LINES FOR EXTENSION AS PART OF THIS WORK5 RELOCATE EXISTING TREE. COORDINATE FINAL LOCATION WITH OWNER. 6 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. GENERAL SITE DEMOLITION NOTES DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:06:48 PMAD100 Demolition Site Plan 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092No. Date 1" = 30'-0"1 Site Plan - Overall Demo 7/07/2023 REF.REF.EXISTING ADMIN EXISTING STEAM ADDITION EXISTING ARTS EXISTING UPPER SCHOOL EXISTING GYM EXISTING LOWER SCHOOL PROPERTY LINE 40' SETBACK LINE PROPERTY LINE 40' SETBACK LINE N WHITE CHAPEL BLVD.CLARIDEN RANCH ROAD FIRE LANE24' - 0"8 13 13 14 13 8 FUTURE EXPANSION FUTURE EXPANSION FUTURE EXPANSION FUTURE EXPANSION FUTURE GYM FUTURE LOWER SCHOOL EXISTING DUMPSTER ENCLOSURE & STORAGE NEW FENCE AND PEDESTRIAN GATE PER 15&16/A113 EXISTING F.H. EXISTING F.H. EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING MONUMENT SIGN EXISTING MONUMENT SIGN FI RE LANE24' - 0" F IR E L A N E24' - 0 "EXISTING CURB RAMP 12 13 12 12 ALTERNATE #1 PARKING (38 SPACES) LOADING SPACES LOADING SPACES EXISTING TRANSFORMER EXISTING LIGHT POLE 1/A111 NEW 6' FENCE REF. 15/A113 PEDESTRIAN GATE REF. 16/A113 NEW FENCE AND PEDESTRIAN GATE PER 15&16/A113 NEW 12' VEHICLE GATE NEW 12' VEHICLE GATE NEW 12' VEHICLE GATE NEW FENCE REF. 15/A113 EXTEND WATER LINE TO NEW 3'x6' CONCRETE PADV. I .F.8' - 0" MI N. NEW FENCE AND 5' WIDE PEDESTRIAN GATE PER 15&16/A113 (4) NEW CRAPE MYRTLES w/ BUBLERS ON EXISTING SPRINKLER ZONE. COORDINATE LOCATION WITH OWNER. THE CLARIDEN SCHOOL - STEAM ADDITION BUILDING/SITE SPECIFICATIONS ZONING CLASSIFICATION: OCCUPANCY USE: APPRAISAL DISTRICT ACCOUNT #: STORIES (PERMITTED): BUILDING AREA -GROUND FLOOR: TOTAL BUILDING AREA: FLOOR TO AREA RATIO: 1 STORIES (PROPOSED):1 HAZARDOUS MATERIAL:NO BUILDING AREA -LEVEL 2: OPEN SPACE: LOT COVERAGE: SQUARE FOOTAGE OF SITE: ACRAGE OF SITE: HEIGHT (PERMITTED):26' HEIGHT (PROPOSED):26' OVERLAY DISTRICT:N/A FRONT/SIDE SETBACK:40' REAR SETBACK:40' 51,500 SF N/A 51,500 SF .13 948,301 SF 21.77 ACRES 7.8% 92.2% SP2 -GENERALIZED SITE PLAN EDUCATION GROUP-E 254219 SCHOOL CLASSROOM COUNT:SCHOOL MAXIMUM CAPACITY:22 800 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. 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 1/4" 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. SITE PLAN NOTES PARKING SPACES PROVIDED PARKING PARALLEL PARKING SPACES HANDICAP PARKING SPACES STANDARD PARKING SPACES 0 0 25 PROPOSEDEXISTING 86 26 7 111 TOTAL 26 7 TOTAL 25119 144 STANDARD IN ALT #1 38N/A 38 TOTAL W/ ALT #1 63119 182 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:07:02 PMA100 Overall Site Plan 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092PLAN NORTH 1" = 40'-0"1 Site Plan - Overall No. Date7/07/2023 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. 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 1/4" 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. SITE PLAN NOTES 2 ' - 0 "2' - 0"2' - 0"2' - 0"8' - 0"2' - 0"8 A1117 A111 METAL CANOPY ABOVE CUT CONTROL JOINTS INTO EXISTING SIDEWALK EXISTING AREA DRAIN EXISTING GRAVEL AREA EXISTING PAVING WHEN REMOVING PAVING FOR BASEPLATES, CUT ALONG PATTERN SHOWN. 5 A111 6 A111 REROUTE EXISTING DOWNSPOUT TO WEST SIDE OF WINDOW MOVE LOWER PORTION OF EXISTING DOWNSPOUT. ADD RAIN DIVERTER AT CANOPY EDGE TO COLLECT IN DOWNSPOUT. PROTECT EXISTING CONDUIT FOR FIBER IN THIS AREA C8 C9 C10 C11 C12 C13 C14 C7 C6 C5 C4 C3 C1 C2 270' - 0" 282' - 0" 3 ' - 1 1 1 /4 "1 2 ' - 2 3 /4 "9 ' - 6 "8' - 4" 6 ' - 0 "6 ' - 0 "EQ.EQ.EQ.SIDEWALK CONTROL JOINTS, TYP. 5 A111 6 A111 C8 C9 C10 C11 C12 C13 C14 C7 C6 C5 C4 C3 C1 C2 EQ.EQ.1' - 6"LIGHT FIXTURE REF: MPE 8 A111 7 A111 0.1 0.2 0.3 0.9 LIGHT FIXTURE REF: MPE 2' - 6" EQ EQ EQ EQEQEQ F3 100' - 0" T.O. Existing Slab EXTERIOR METAL CANOPY, REF. STRUCTURAL EXISTING MASONRY WALL PAVING, REF. STRUCTURE 9/A111 EXISTING COLLECTOR BOX & DOWNSPOUT. REMOVE POTION EXTENDING BELOW NEW CANOPY & ADD KICKOUT TO DISCHARGE ONTO CANOPY. GAGB T.O. Existing Slab 100' - 0"97' -1" 9/A111 EXISTING & NEW FOUNDATIONS, REF. STRUCTURE EXTERIOR METAL CANOPY, REF. STRUCTURAL Level 1 100' -0" 0.1 EXPOSED STEEL COLUMN, PAINTED, REF. STRUCTURAL EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN EXISTING SLAB TO REMAIN PIER CAP BEYOND STRAIGHT SHAFT PIER BEYOND EXTERIOR COVER AREA EXPOSED STEEL BEAM, PAINTED, REF. STRUCTURAL EXPOSED STEEL BEAM, PAINTED, REF. STRUCTURAL EXTERIOR METAL CANOPY, REF. STRUCTURAL 9/A111 EXISTING PAVING TO REMAIN. DEMO WHERE NOTED IN STRUCTURAL STRUCTURAL DECK, PAINTED (TOP & BOTTOM) Level 1 100' -0" 1 Roof Line 116' -0" Top of Steel 113' -0" EXTERIOR METAL CANOPY, REF. STRUCTURAL EXTERIOR CORRIDOR C700 0.9 EXISTING CONCRETE SLAB ON VOID Top of Steel Varies109' - 3 15/64" 9/A111 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:07:12 PMA111 Enlarged Site Plan 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092PLAN NORTH 1/8" = 1'-0"3 Site Plan - Enlarged - STEAM Canopy No. Date PLAN NORTH 1/8" = 1'-0"1 Site Plan - Enlarged - Gym Canopy PLAN NORTH 1/8" = 1'-0"2 Reflected Ceiling Plan - Gym Canopy PLAN NORTH 1/8" = 1'-0"4 Reflected Ceiling Plan - STEAM Canopy 1/2" = 1'-0"6 Wall Section - Canopy @ Fine Arts 1/2" = 1'-0"5 Wall Section - Canopy @ Gym 1/2" = 1'-0"7 Wall section - Canopy @ Upper School 1/2" = 1'-0"8 Wall Section - Canopy @ STEAM 3" = 1'-0"9 Wall Flashing at Canopy 7/07/2023 6"#3 BARS AT 18" O.C. EACH WAY 1/2" E.J. FILLER & SEALANT 4"CENTER REINFORCEMENT IN SLAB 6" MINIMUM COMPACTED SUBGRADE NEW OR EXISTING BUILDING AND AREAWAY 6"4"6" MINIMUM COMPACTED SUBGRADE #3 BARS AT 18" O.C. EACH WAY ON CHAIRS 1' - 0" CENTER REINFORCEMENT IN SLAB 6" MINIMUM COMPACTED SUBGRADE #3 BARS AT 18" O.C. EACH WAY ON CHAIRS TOOLED CONTROL JOINTS AT 6'-0" MAXIMUM CENTER REINFORCEMENT IN SLAB 4"2' - 0"2"4"8"REINFORCEMENT BLOCK WITH 6X6 .10/10 WWM.2"2"1' - 0"3"3"TOP 1/4" NO SEALING COMPOUND LUBRICATED SMOOTH 24" #3 DOWEL BAR POURABLE, SELF- LEVELING POLYURETHANE JOINT SEALING COMPOUND PROPOSED EXISTING PAVING PAVING 3/8"1/4 TTT / 2DOWELS 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. 1' - 0" 1/2"1' - 0"5" CONCRETE SLAB TOOLED EDGE #3 DIAMETER X 24" LONG STEEL DOWEL @ 18" O.C. BUILDING OR RETAINING WALL MAINTAIN EVEN WITH GRADE #5 BAR HORIZONTAL6"PROVIDE CONTROL JOINTS EVERY 10' O.C. 1 1/2" SQUARE TOP RAIL 1 1/2" SQUARE LOWER RAIL 1 1/2" SQUARE MID RAIL 1' - 0" 2 1/2" SQUARE VERTICAL STEEL POSTS AT 8'-0" O.C. MAX. 3/4" VERTICAL STEEL PICKETS AT 4" O.C. NOTE: NEW FENCE TO MATCH EXISTING FENCE DESIGN. ALL FENCE MATERIALS ARE TO BE HOT DIPPED GALVANIZED STEEL AND PAINTED BLACK2"4"4' - 7 1/8"5 3/8"NON-SHRINK GROUT CONCRETE FOOTING, REF. CIVIL6' - 0"PIPE SLEEVE 14/ A113 POST TOP 36" MIN. DEPTH2"4"4' - 7 1/8"5 3/8"5' - 6 1/2"RAIL BRACKET 1' - 0"1' - 0" EXTENDED CENTER PICKET SUPPORTED AT GRADE BY 4" DIA. AND 36" DEEP CONCRETE FOOTING 1 1/2" SQUARE TOP RAIL 1 1/2" SQUARE LOWER 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. INDUSTRIAL DRIVE RIVET 8' - 0" TYP PANIC HARDWARE AS SPECIFIED 6' - 0"7"3"3"STEEL PLATE WELDED AT EACH PUSH SIDE OF GATE, PAINTED.10"2' - 0" MIN. 1/2" x 1/2" STEEL WIRE MESH INTERIOR SIDE OF FENCE, WELDED, PAINTED 1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED 1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED3' - 9"MOW STRIP, REF. 12/A113 MIN. 3,000 PSI CONCRETE FOOTING @ EACH FENCE POST 4 ' -0" OR 5' - 0" PER SITE PLAN POST SIZE AS SPECIFIED 4" X 4" STEEL POST 4"12' - 0" OPENING 4" 12' - 8"6' - 0"7 1/2"1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED 1/4" STEEL PLATE TO CLOSE GAP TO 3/8" MAX, WELDED, PAINTED DROP ROD & YOLK, TYP. PADLOCK HASP, TYP PROVIDE STEEL SLEEVES IN CONCRETE FOR DROP ROD AT CLOSED, HALF, AND FULLY OPEN POSITIONS; BOTH SIDES 3,000 PSI CONCRETE FOOTING @ EACH FENCE POST 5' - 11 5/8"5' - 11 5/8" DIAGONAL TENSION ROD COORDINATE WITH TECHNOLOGY DRAWINGS ON POSITION SENSOR LOCATION DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:07:14 PMA113 Site Plan Details 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760923/4" = 1'-0"1 Sidewalk-to-Building A 3/4" = 1'-0"2 Sidewalk Edge Detail 3/4" = 1'-0"5 Sidewalk C.J. E 1 1/2" = 1'-0"6 Concrete Splashblock F N.T.S.11 Longitudinal Butt Joint Detail 3/4" = 1'-0"13 Control Joint Detail 1" = 1'-0"12 Mow Strip 3/4" = 1'-0"14 Decorative Fence Section 3/4" = 1'-0"15 Decorative Fence Detail No. Date 3/4" = 1'-0"8 Pedestrian Gate 1/2" = 1'-0"10 Service Gate - Double Leaf 7/07/2023 REF.REF.J J J J GENERAL NOTES 1.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 2021 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. GYM ARTS LOWER SCHOOL ADMIN UPPER SCHOOL STEAM S2 S2 S2 (TYP.) (TYP.) (TYP.) (TYP.) E1D- 3 1 1 1 S2 2 KEY NOTES 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. 1 SERVE CANOPY LIGHTS FROM EXISTING WALL PACKS AT STEAM BUILDING WITH CIRCUIT UPSH-1. 2 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:15 PMMEP100 Overall Site Plan -MEP 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 TRUE NORTH 1" = 40'-0"1 Overall Site Plan - MEP No. Date SS SSSSSSSS S S S SS1 MISCELLANEOUS WIRING DEVICES DISCONNECTS AND MOTORS SYMBOL LIGHTING FIXTURES DESCRIPTION MOUNTING HT. UNO LIGHTING CONTROLS DESCRIPTION MOUNTING HT. UNOSYMBOL 30A FUSE, 3-POLE, NEMA 1 ENCLOSURE. DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT DUPLEX RECEPTACLE, SAFETY TYPE DUPLEX RECEPTACLE, GFI UNDER ONE COVERPLATE) UNDER ONE COVERPLATE) QUAD. RECEPTACLE MTD. ABOVE COUNTERTOP DUPLEX RECEPTACLE MTD. ABOVE COUNTERTOP JUNCTION BOX -SIZE & MOUNTING AS REQUIRED SPECIAL PURPOSE RECEPTACLE (NEMA NO. AS (TWO DUPLEX RCPTS. UNDER ONE COVERPLATE) FLOOR MOUNTED SPECIAL PURPOSE OUTLET CLOCK OUTLET. REFER TO ET DRAWINGS. QUADRUPLEX RECEPTACLE (TWO DUPLEX RCPTS. QUADRUPLEX RECEPTACLE (TWO DUPLEX RCPTS. INDICATED) -SIZE & MOUNTING AS REQUIRED PUSHPLATE PUSHBUTTON DUPLEX RECEPTACLE SINGLE RECEPTACLE CIRCUIT BREAKER DISCONNECT SWITCH -THERMAL MOTOR STARTER FVNR UNO; NUMBER INDICATES MAGNETIC CB IN NEMA 1 ENCLOSURE; AMPS/POLES CIRCUIT CONDUCTOR INDICATING (NEUTRAL, PHASE EQUIPMENT GROUND, ISOLATED GROUND, SWITCH LEG) (NO INDICATION REPRESENTS 2#12, 1#12G. MANUAL MOTOR STARTER SWITCH WITH THERMAL COMBINATION MOTOR CONTROLLER/DISCONNECT CIRCUIT HOMERUN TO PANELBOARD (2#12, 1#12G., 15" AFF NEMA SIZE AS INDICATED 3/4"C. UNO) PANELBOARD EQUIPMENT CONNECTION 3/4"C. 20A/1P CB UNLESS OTHERWISE NOTED) OVERLOAD AND PILOT LIGHT AS REQD. - FLOOR 42" AFF 45" AFF 45" AFF - 45" AFF 15" AFF 15" AFF 15" AFF 15" AFF MOTOR SWITCH 15" AFF 15" AFF - 48" A.F.F. AS REQD. AS REQD. - - 72" TO TOP - AS REQD. SEE LFS SEE LFS 1'X4' LED FIXTURE, EMERGENCY 2'X4' LED FIXTURE, EMERGENCY SEE LFS SEE LFS14"x14" LED FIXTURE SEE LFS SEE LFS SEE LFS SEE LFS LED STRIP CEILING OR WALL MOUNTED DOUBLE POLE TOGGLE SWITCH WALL SWITCH SPST KEY OPERATED WALL SWITCH 4-WAY WALL SWITCH 3-WAY WALL SWITCH INDICATING SINGLE OR DOUBLE FACE, DIRECTION EMERGENCY EXIT LIGHT CEILING OR WALL MTD., SHADING LED WALL WASHER LIGHT FIXTURE, CEILING MTD. LED DOWN LIGHT FIXTURES ON EMERGENCY CIRCUIT, LED DOWN LIGHT FIXTURES CEILING OR WALL MTD. WALL DIMMER SWITCH, WATTAGE AS REQUIRED WALL SWITCH WITH PILOT LIGHT LED STRIP, EMERGENCY AS INDICATED DISCONNECT SWITCH -30/NF/3 INDICATES 30A, NONFUSED, 3-POLE: 30/30/3 INDICATES 30A, 45" AFF 45" AFF 45" AFF 45" AFF 45" AFF 45" AFF 45" AFF 9" BFC AS REQD. SEE LFS SEE LFS SEE LFS SEE LFS SEE LFS SEE LFS SEE LFS 2'X4' LED FIXTURE LED LIGHT FIXTURE 2'x2' LED FIXTURE 1'X4' LED FIXTURE 2'x2' LED FIXTURE, EMERGENCY PENDANT LED FIXTURE 2'x2' SECURITY LED FIXTURE DUPLEX TWO-SIDED OUTLET, FISHER HAMILTON #36L22500 (NEMA 5-20R)- QUADRUPLEX TWO-SIDED OUTLET, FISHER HAMILTON #36L21500 (NEMA 5-20R & NEMA 6-20R)- WALL SWITCH WITH TIMER 45" AFF SEE LFS SEE LFS LED SUSPENDED ASYMMETRICAL LUMINAIRE LED SUSPENDED SYMMETRICAL LUMINAIRE 45" AFF EMERGENCY EGRESS LIGHT SEE LFS MANUFACTURER'S RECOMMENDATIONS WALL MOUNTED MOUNTED MULTI-TECHNOLOGY, 1200 SQ FT 1200 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 150mA. 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. CEILING MOUNTED PIR, 1500 SQ FT CEILING MOUNTED MULTI-TECHNOLOGY, 500 SQ FT CEILING MOUNTED ULTRASONIC, 500 SQ FT CEILING MOUNTED MULTI-TECHNOLOGY, 1000 SQ FT CEILING MOUNTED ULTRASONIC, 1000 SQ FT CEILING MOUNTED MULTI-TECHNOLOGY, 2000 SQ FT CEILING MOUNTED ULTRASONIC, 2000 SQ FT POWER PACK FOR 120/230/277VAC SYSTEM WALL SWITCH PIR WITH ADAPTABILITY, SELF POWERED DUAL WALL SWITCH PIR WITH ADAPTABILITY, SELF CENTURA CEILING MOUNTED PHOTOCELL miniZ DIMMED, 2 ZONE, 2 RELAY, 120V OR 277V miniZ DIMMED, 3 ZONE, 1 RELAY, 120V OR 277V miniZ ROCKER SWITCH ONLY CONTROL STATION NOTES (ZB5) (ZR) (ZD22) (ZD31) (OD) (10) (15) GDT20 SWITCH BYPASS DEVICE WALL SWITCH PIR, SELF POWERED miniZ 5 BUTTON CONTROL STATION DC DIODES POWERED. 1000 1000 2000 2000 500 1500 500 ADD-A-RELAY - - - - - - - - ABOVE CEILING - 45" A.F.F - - - 45" A.F.F 45" A.F.F 45" A.F.F 45" A.F.F 45" A.F.F OCCUPANCY OR VACANCY SENSOR AS REQUIRED BY ENERGY CODE MANUFACTURER'S RECOMMENDATIONS P E J J E S GFI M D K 3 4 2 D Q T C PP MS CB 2 WALL MOUNTED OCCUPANCY WITH INTEGRAL MANUAL OVERRIDE SWITCH ELECTRICAL LEGEND DUPLEX RECEPTACLE WITH USB PORTSU 15" AFF ABBREVIATIONS A AMPS, AMPERE ABC ABOVE COUNTER A/C AIR CONDITIONER AC ALTERNATING CURRENT ADJ ADJACENT AF AMP FRAME AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHU AIR HANDLING UNIT AIC AMPERES INTERRUPTING CAPACITY AMB AMBIENT AT AMP TRIP AUX AUXILIARY, AUXILIARIES AV AUDIO VISUAL BLDG BUILDING BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNIT PER HOUR C CONDUIT CB CIRCUIT BREAKER CD CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CI CAST IRON CKT CIRCUIT CLG CEILING CO CLEAN OUT COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECT CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR COP COEFFICIENT OF PERFORMANCE CR CARD READER CT COOLING TOWER CU CONDENSING UNIT CW COLD WATER CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY D DEPTH DB DRY BULB DC DIRECT CURRENT DFU DRAINAGE FIXTURE UNITS DIA DIAMETER DIFF DIFFUSER DN DOWN DS DOWNSPOUT DTL DETAIL DWG DRAWING EA EACH EAT ENTERING AIR TEMPERATURE EC ELECTRICAL CONTRACTOR EDH ELECTRIC DUCT HEATER EER ENERGY EFFICIENCY RATIO EL ELEVATION ELEC ELECTRICAL EMER EMERGENCY EQ EQUAL EQUIP EQUIPMENT ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXIST EXISTING EXP EXPANSION F DEGREES FAHRENHEIT FA FIRE ALARM FCU FAN COIL UNIT FD FIRE DAMPER FD FLOOR DRAIN FDR FEEDER FF FINISH FLOOR FIXT FIXTURE FL FLOW LINE FLUOR FLUORESCENT FN FULL NEUTRAL FPM FEET PER MINUTE FPVV FAN POWERED VARIABLE VOLUME TERMINAL UNIT FS FUSED SWITCH FT FEET F/A FROM ABOVE F/B FROM BELOW G GROUND GA GAUGE GAL GALLONS GALV GALVANIZED GCR GENERAL CONTRACTOR GEN GENERATOR GFI GROUND FAULT INTERRUPTER GFCI GROUND FAULT CIRCUIT INTERRUPTER GPH GALLONS PER HOUR GPM GALLONS PER MINUTE H HEIGHT HD HEAD HORIZ HORIZONTAL HP HORSEPOWER HTG HEATING HVAC HEATING, VENTILATION, & AIR CONDITIONING HWC HOT WATER RECIRCULATION (DOMESTIC) HWR HOT WATER RETURN HWS HOT WATER SUPPLY IG ISOLATED GROUND IN INCHES IN WC INCHES WATER COLUMN INCAND INCANDESCENT KA KILOAMPERES KVA KILOVOLT AMPERES KW KILOWATT KWH KILOWATT -HOUR L LENGTH LAT LEAVING AIR TEMPERATURE LAT LATENT (BTU) LB POUNDS (WEIGHT) LIN FT LINEAR FOOT LTG LIGHTING LWT LEAVING WATER TEMPERATURE MA MILI AMPS MAX MAXIMUM MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCF THOUSAND CUBIC FEET MCM THOUSAND CIRCULAR MILS MECH MECHANICAL MIC MICROPHONE MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MTG MOUNTING MTL METAL MTR MOTOR MTRZD MOTORIZED MVD MANUAL VOLUME DAMPER N NEUTRAL NA NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NO NUMBER OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OC ON CENTER OD OUTSIDE DIAMETER ODS OVERFLOW DOWNSPOUT OZ OUNCE P POLES PE PHOTO-ELECTRIC PD PRESSURE DROP PERF PERFORATED PF POWER FACTOR PH PHASE PLBG PLUMBING PNL PANEL PSI POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH-ABSOLUTE PSIG POUNDS PER SQUARE INCH-GAUGE PVC POLYVINYL CHLORIDE PWR POWER QTY QUANTITY RA RETURN AIR RCP REFLECTED CEILING PLAN RCP REFORCED CONCRETE PIPE REC RECEPTACLE REF REFERENCE REFR REFRIGERATOR REQ'D REQUIRED RLA RUNNING LOAD AMPS RM ROOM RMS ROOT MEAN SQUARED RPM REVOLUTIONS PER MINUTE RQMT REQUIREMENT RTU ROOF TOP UNIT SA SUPPLY AIR SD STORM DRAIN SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE (BTU) SFU SUPPLY FIXTURE UNITS SHT SHEET SP STATIC PRESSURE SPECS SPECIFICATIONS SPKR SPEAKER SQ SQUARE SQFT SQUARE FEET SS SANITARY SEWER SSC SHORT CIRCUIT CURRENT STD STANDARD SURF SURFACE SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR SYM SYMMETRICAL T-STAT THERMOSTAT TC TIMECLOCK TELE TELEPHONE TTB TELEPHONE TERMINAL BOARD TYP TYPICAL UF UNDERFLOOR UON UNLESS OTHERWISE NOTED V VACUUM V VOLT VA VOLT-AMPS VAV VARIABLE AIR VOLUME VERT VERTICAL VPO VENT PLUGGED OPENING VT VENT VTR VENT THRU THE ROOF VV VARIABLE VOLUME TERMINAL UNIT W WATTS W WIDTH WB WET BULB WH WATER HEATER WP WEATHERPROOF WPO WASTE PLUGGED OPENING WT WEIGHT XFMR TRANSFORMER Y WYE FIRE ALARM LEGEND SYMBOL DESCRIPTION FIRE ALARM STROBE -WALL MOUNTED (80" AFF, UON) FIRE ALARM SPEAKER/ STROBE -WALL MOUNTED (80" AFF, UON) MANUAL PULL STATION (45" AFF, UON) SMOKE DETECTOR -CEILING MOUNTED (SUBSCRIPT "D" IS DUCT MOUNTED) F F F S F FIRE ALARM STROBE -CEILING MOUNTED HEAT DETECTOR -CEILING MOUNTEDH FLOW SWITCH TAMPER SWITCH FS TS F F FIRE ALARM SPEAKER/ STROBE -CEILING MOUNTED FIRE ALARM SPEAKER -CEILING MOUNTED COMMUNICATIONS LEGEND SYMBOL DESCRIPTION VOLUME CONTROLLER (45" AFF, UON) 8" CEILING SPEAKER CALL BUTTON (45" AFF, UON) FLUSH EXTERIOR HORN 13" ANALOG SURFACE MOUNT CLOCK (84" AFF, UON) 16" ANALOG SURFACE MOUNT CLOCK (84" AFF, UON) 13" ANALOG DUAL FACE CLOCK (84" AFF, UON) S C WP C C 16" D S V 2 1 DATA OUTLET -1 CABLE DROP (45" AFF, UON) DATA OUTLET -2 CABLE DROP (45" AFF, UON) INTERIOR SURFACE HORN (84" AFF, UON) DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:30 PME001 ELECTRICAL LEGENDS AND ABBREVIATIONS 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 No. Date 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. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 5. 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. 4. 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. G1 G1 G2 G2 G2.4 G2.4 G3 G3 G4 G4 G5 G5 G6 G6 G7 G7 G8 G8 G9 G9 GA GA GB GB GC GC GD GD GM GM GL GL GK GK GH GH HALLWAY C102 MEN 105 CONCESSION 103 OFFICE 102WOMEN 101 MEN 100 WOMEN 107 GYMNASIUM 104 P.E. STORAGE + ELECTRICAL 106 STAGE 108 1 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 3 2 4 KEY NOTES REMOVE LEVITON DIMMING CONTROL PANEL DP-1.1 KEEP CIRCUIT, JUNCTION BOXES, AND CONDUITS FOR LIGHT FIXTURES TO BE REMOVED FOR FUTURE LIGHT FIXTURES. 2 3 EXIT LIGHTS TO BE DEMOLISHED AND REPLACED. KEEP CIRCUIT AND CONDUIT IN PLACE FOR EXIT LIGHT REPLACEMENT. 4 EXISTING 277V SWITCH TO BE DEMOLISHED AND BE REPLACED WITH LOW VOLTAGE ACUITY SWITCH (AND NECESSARY WIRING) TO CONTROL FOYER LIGHTS. DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:31 PMED201 Floor Plan -Gym Demo - Electrical 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Gym Demo - Electrical No. Date REF.DWFH J J J 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. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 5. 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. 4. 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. F1 F1 F2 F2 F3 F3 F4 F4 F5 F5 F8 F8 F10 F10 F13 F13 F6 F6 F7 F7 F9 F9 F11 F11 F12 F12 FHFH FGFG FFFF FEFE FDFD FCFC FBFB FAFA CLASSROOM 301 OFFICE 307 OFFICE 305 OFFICE 303 ART CLASSROOM 300 ART STORAGE 302 ELEC. 306 IDF 308JAN. + SPRINK. 311 WOMEN 309 MEN 313 KITCHEN 310 SERVING 315 ? ? HALLWAY C300 1 1 1 4 3 2 4 4 11 1 5 5 5 5 1 5 KEY NOTES 1 RELOCATE EXISTING FIRE ALARM STROBE DEVICE. SEE E202 FOR NEW LOCATION. 2 REMOVE WHIP TO TABLE, REMOVE ASSOCIATED DEVICES BACK TO PANEL. UPDATE PANELBOARD SCHEDULE TO SHOW IT AS A SPARE CIRCUIT. 3 REMOVE PROJECTOR AND CONNECTRACT ASSEMBLY PRIOR TO BE RELOCATED AFTER WALL REPLACEMENT; SEE E203 4 RECEPTACLES TO BE RELOCATED AND REINSTALLED ON SAME CIRCUIT AFTER WALL REPLACEMENT; SEE E203 5 REMOVE EXIT SIGN AND INSTALL NEW EXIT SIGN; SEE E302. KEEP CIRCUIT AND CONDUIT IN PLACE. DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:33 PMED202 Floor Plan -Arts Demo - Electrical 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Arts Demo - Electrical No. Date 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. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 5. 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. 4. 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 1 RELOCATE EXISTING ISOLATED GROUND RECEPTACLE SERVING TV; SEE E203 FOR NEW LOCATION. F13 F13 F11 F11 F12 F12 FH FH FG FG FF FF FE FE FD FD FC FC TOILETS 407 TOILETS 402 BOYS 409 ELEC. + TELE. 410 JAN. + SPRINK. 411 TOILET 414 PRIMARY CLASSROOM 405 CLASSROOM 416 CLASSROOM 412 CLASSROOM 415 CLASSROOM 413 GIRLS 408 PRIMARY CLASSROOM 404 EXT. DAY CLASSROOM 400 EXT. DAY CLASSROOM 401 HALLWAY C400 HALLWAY C404 HALLWAY C402 TOILETS 406 TOILETS 403 Room 74 1 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:34 PMED203 -Floor Plan -Lower School Demo -Electrical 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Lower School Demo - Electrical No. Date 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. IF VARIATIONS ARE FOUND FROM THAT SHOWN ON THE DRAWINGS, CONTRACTOR TO NOTIFY THE ARCHITECT IMMEDIATELY. 5. 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. 4. 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 EXIT LIGHTS TO BE DEMOLISHED AND REPLACED. KEEP CIRCUIT AND CONDUIT IN PLACE FOR EXIT LIGHT REPLACEMENT. 1 WOMEN 514 JANITOR 512 SPRINK. + STOR. 527 MEN 529 CONFERENCE 525 WORKROOM 523 OFFICE 521 OFFICE 519 WORKROOM 502 OFFICE 504 OFFICE 506 GALLERY C504 STOR. 517 FILE ROOM 515 UNISEX TOILET 507 INFIRMARY 505 NURSE 503 OFFICE 509 OFFICE 511 OFFICE 513 RECEPTIONIST 501 HALLWAY 25 LIBRARY 500 HALLWAY 27 RECEPTION C500 IDF 508 ELEC. + TELE. 510 1 1 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:36 PMED204 Floor Plan -Admin Demo -Electrical 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Admin Demo - Electrical 11 1 1 No. Date J J J J J J J J J MS MS MS J J J 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. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O.5. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 4. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 6. 7.PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. 9. 10. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 11. 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. 12. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 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 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. 1 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. 2 TIE NEW LIGHTS INTO EXISTING CIRCUIT SERVING THIS SPACE. ADDITIONAL nLIGHT GATEWAY WITH BACNET IP TO BE ADDED TO GYM. 3 INSTALL ACUITY GFX TOUCHSCREEN FOR CONTROL OF GYM AND STAGE LIGHTS. COORDINATE WITH OWNER'S REPRESENTATIVE FOR EXACT SCENE SELECTIONS. 4 G1 G1 G2 G2 G2.4 G2.4 G3 G3 G4 G4 G5 G5 G6 G6 G7 G7 G8 G8 G9 G9 GA GA GB GB GC GC GD GD GM GM GL GL GK GK GH GH G1 G1 G1 (TYP.) (TYP.) (TYP.) D2 D2 D2 1 X1 X1 X1 X1 X1 X1 X1 X1 1 1 2 2 1 1 11 WP1 WP1 WP1 WP1 WP1 WP1 WP1 WP1 A2 A2 1 P1 P1 1 A2 A2 A2 A2 3 3 3 3 3 3 33 3 3 3 D1 D1 D1 D1 1 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.) 1 WP1 E1C- 5 E1C- 1 ON E1C- 1 ON E1C- 3 ON E1C- 3 ON E1C- 3 ON 1 4 4 1 1 G1 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:43 PME301 Floor Plan -Gym - Lighting 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Gym - Lighting No. Date REF. JJ MS MS 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. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O.5. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 4. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 6. 7.PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. 9. 10. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 11. 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. 12. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 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 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. 1 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. 2 3 PLACE LIGHT FIXTURE ABOVE DOOR HEIGHT AND UNDERNEATH CANOPY. 4 ADDITIONAL nLIGHT GATEWAY WITH BACNET IP TO BE ADDED TO FINE ARTS. F1 F1 F2 F2 F3 F3 F4 F4 F5 F5 F8 F8 F10 F10 F13 F13 F6 F6 F7 F7 F9 F9 F11 F11 F12 F12 FHFH FGFG FFFF FEFE FDFD FCFC FBFB FAFA CLASSROOM 301 OFFICE 307 OFFICE 305 OFFICE 303 ART CLASSROOM 300 ART STORAGE 302 ELEC. 306 IDF 308 JAN. + SPRINK. 311 WOMEN 309 MEN 313 KITCHEN 310 SERVING 315 HALLWAY C300 WP2 WP2 WP1 3 WP1 X1 X1 X1 X1X1 3 1 2 1 2 3 E1D- 1 ON E1D- 5 A2 A2 A3 A3 X1 3 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:44 PME302 Floor Plan -Arts - Lighting 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Arts - Lighting No. Date J MS 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. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O.5. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 4. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 6. 7.PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. 9. 10. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 11. 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. 12. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 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 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. 1 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. 2 IDF ROOM WORK IS ALTERNATE BID; WALLPACKS ARE BASE BID.3 IF ALTERNATE BID WORK IS ACCEPTED, SEPARATE nLIGHT GATEWAY WITH BACNET IP TO BE ADDED TO LOWER SCHOOL. 4 F13 F13 F11 F11 F12 F12 FH FH FG FG FF FF FE FE FD FD FC FC TOILETS 407 TOILETS 402 BOYS 409 ELEC. + TELE. 410 JAN. + SPRINK. 411 TOILET 414 PRIMARY CLASSROOM 405 CLASSROOM 416 CLASSROOM 412 CLASSROOM 415 CLASSROOM 413 GIRLS 408 PRIMARY CLASSROOM 404 EXT. DAY CLASSROOM 400 EXT. DAY CLASSROOM 401 HALLWAY C400 HALLWAY C404 HALLWAY C402 TOILETS 406 TOILETS 403 WP2 WP2 WP2 WP2 WP2 WP2 WP2 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 X1 A3 X1 A3 X1 X1 IDF C402A1 2 A2 A2 L3A- 1 D1 D1 3 3 4 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:46 PME303 Floor Plan -Lower School -Lighting 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Lower School - Lighting No. Date J J J J J MSMS MS 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. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O.5. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 4. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 6. 7.PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. 9. 10. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 11. 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. 12. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 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. WOMEN 514 JANITOR 512 SPRINK. + STOR. 527 MEN 529 CONFERENCE 525 WORKROOM 523 OFFICE 521 OFFICE 519 WORKROOM 502 OFFICE 504 OFFICE 506 GALLERY C504 STOR. 517 FILE ROOM 515 UNISEX TOILET 507 INFIRMARY 505 NURSE 503 OFFICE 509 OFFICE 511 OFFICE 513 RECEPTIONIST 501 HALLWAY 25 LIBRARY 500 HALLWAY 27 RECEPTION C500 IDF 508 ELEC. + TELE. 510 1 11 A1A1 A1 A1 A1 A1 X1 A1A1 A1 A1 X1 X1X1 X1 X1 X1 X1 WP2 1 X1 2 4 33 3 X1 X1 E1A- 1 A3 KEY NOTES 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. 1 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. 2 TIE NEW LIGHTS INTO EXISTING CIRCUIT SERVING THIS SPACE.3 4 PLACE LIGHT FIXTURE ABOVE GRAPHIC EMBLEM. DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:47 PME304 Floor Plan -Admin - Lighting 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - Admin - Lighting No. Date REF. REF. FDFD FD FD FD FD FD FD 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. THE COLOR OF ALL SWITCHES AND RECEPTACLES SHALL MATCH EXISTING, U.N.O.5. REFER TO ARCHITECTURAL PLANS FOR TYPICAL MOUNTING HEIGHTS OF DEVICES. 4. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. 6. 7.PROVIDE BRANCH CIRCUITS WITH SEPARATE DEDICATED NEUTRAL CONDUCTOR; DO NOT SHARE NEUTRAL CONDUCTOR BETWEEN BRANCH CIRCUITS. 8. 9. 10. FOR ANY 120V, 20AMP BRANCH CIRCUITS OVER 90' IN LENGTH PROVIDE 2#10, #10G, 3/4"C. 11. 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. 12. ALL LIGHTING FIXTURES AND THEIR ASSOCIATED CONTROLS SHALL BE TIED INTO THE EXISTING ACUITY nLIGHT LIGHTING CONTROL SYSTEM LOCATED IN THE ADMINISTRATION BUILDING. ALL LIGHTING SWITCHES SHALL BE A LOW VOLTAGE, DIMMABLE ACUITY WALL SWITCH. 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. 1 1 2 2 3 3 4 4 6 6 A A B B GG J J 5 5 CC FF EE DD HH KK 4.5 4.5 4.6 4.6 2.9 2.9 4.1 4.1L L CLASSROOM 702 CLASSROOM 701 SCIENCE LAB 704 PREP ROOM 704A COMPRESSOR ROOM 705A LOBBY C700B CLASSROOM 703 MAKER SPACE 705 OFFICE 707 MATERIAL STORAGE 705B RISER 718 IDF 709 CUSTODIAL 717 BOYS 713 GIRLS 715 KITCHENETTE/ LOUNGE C700D CORRIDOR C700 STORAGE 719 ELECTRICAL 711 CLASSROOM 716 STORAGE 714 CHEMICAL STORAGE 704B BOYS 706 BOYS 708 GIRLS 710 GIRLS 712 THINK TANK C700C VESTIBULE C700A CLASSROOM 600 CLASSROOM 602 Room 46 BOYS 608 SCIENCE LAB 604 STORAGE 610 HALLWAYS C600 ELEC. + TELE. 606 WP2 WP2 E1A- 9 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:51 PME306 Floor Plan -STEAM - Lighting 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 760924141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 1/8" = 1'-0"1 Floor Plan - STEAM - Lighting No. Date DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 3:05:53 PME501 SCHEDULES - ELECTRICAL 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092LIGHT FIXTURE SCHEDULE FIXTURE MANUFACTURER CATALOG NUMBER LAMP ELECTRICAL DATA DESCRIPTION A1 MARK LIGHTING SL4L LOP 4 FLP [CEILING] 80CRI 50K 1000LMF 277 ZT LED 277 V/1-24 VA 4" WIDE, 4' LONG, LINEAR RECESSED LED, W/FLUSH, FROSTED LENS , DIMMABLE, 5000K A2 LITHONIA STAK-2X2-3000LM-80CRI-50K-(L ENS)-MIN1-ZT-MVOLT LED 277 V/1-25 VA LED RECESSED MOUNTED 2X2, DIMMABLE, 5000K A3 LITHONIA STAK-2X4-3000LM-80CRI-50K-(L ENS)-MIN1-ZT-MVOLT LED 277 V/1-25 VA LED RECESSED MOUNTED 2X4, DIMMABLE, 5000K D1 LITHONIA LDN6 50/10 LO6 AR LD MVOLT GZ1 LED 277 V/1-29 VA 6" ROUND DOWN LIGHT, DIMMABLE, 5000 K, CLEAR REFLECTOR, MATT DIFFUSER D2 LITHONIA LDN4CYL-50-15-LO4-AR-[FINISH ]-MVOLT-GZ1-[MOUNTING]LED 277 V/1-29 VA 4" ADJUSTABLE 4" LED DOWNLIGHT, 1% DIMMING, 5000K G1 SOLAS RAY HB6 60/200W-5000K [MOUNTING] [CEILING] DM01 LED 277 V/1-200 VA 5' LONG X 6" SURFACE MOUNTED LINEAR FIXTURE, 200W, 4000K, 25000LM, 125LM/W, W/SEALED FIXTURE, POLYCARBONATE DIFFUSE LENS, POWER CONNECT CORD, 115° BEAM DISTRIBUTION, PRE-WIRED PLUG, W/YOKE TRUSS MOUNTING OR AIRCRAFT CABLE. SEAMLESS LENS. P1 LITHONIA CLX L48 4000LM SEF FDL MVOLT GZ10 50K 80CRI ZAC120 LED 277 V/1-35 VA SUSPENDED INDUSTRIAL PENDANT, 4' LONG, 5000K, DIMMABLE, W/FLUSH FROSTED LENS S2 MAXLITE CPL20BUC40B LED 277 V/1-20 VA LED CANOPY, LOW PROFILE, , 4000K, WET RATED WP1 RAB SLIM FC 57 N BL LED 277 V/1-48 VA LED WALLPACK, 4000K, FULL CUTOFF,BI-LEVEL DRIVER, WET RATED WP2 RAB ENTRA-12-N-(FINISH) LED 277 V/1-15 VA LED SPOT LIGHT, 4000K, BRONZE, WET RATED X1 EMERGI-LITE GREEN-PNG6-AD 2-13WPL 277 V/1-5 VA EDGE LIT, LED, GREEN, MVOLT SELF-POWERED, WITH SELF DIAGNOSTICS, MIN 90 MINUTES BATTERY 4141 Lindbergh Drive Addison, Texas 75001 Ph: 214.428.7744 Fax: 214.428.7770 www.mezaengineeringinc.com MEZA ENGINEERING, INC. Texas Registered Engineering Firm F-345 Project:23014.000 Notes: Total Est. Demand:2 A Total Conn.:2 A Total Est. Demand:1828 VA Lighting - Exterior 432 VA 125.00% 540 VA Total Conn. Load:1463 VA Lighting 1046 VA 125.00% 1308 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:2 A 2 A 2 A Total Load:425 VA 621 VA 432 VA 11 SPACE -- 1 -- -- 1 -- SPACE 12 9 SPACE -- 1 -- -- 1 -- SPACE 10 7 SPACE -- 1 -- -- 1 -- SPACE 8 5 Wall packs 20 A 1 432 0 1 20 A SPARE 6 3 Emergency Lighting - East Lights 20 A 1 621 0 1 20 A SPARE 4 1 Emergency Lighting - West Lights 20 A 1 425 0 1 20 A SPARE 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:30 A Mounting:Recessed Wires:4 Mains Rating:30 A Supply From:E1A Phases:3 Mains Type: Location:P.E. STORAGE +...Volts:480/277 Wye A.I.C. Rating: Branch Panel: E1C Notes: Total Est. Demand:0 A Total Conn.:0 A Total Est. Demand:109 VA Total Conn. Load:87 VA Lighting 87 VA 125.00% 109 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:0 A 0 A 0 A Total Load:87 VA 0 VA 0 VA 41 SPARE 20 A 1 0 0 42 39 0 0 40 37 0 0 3 70 A Transformer L1C 38 35 RTU 1-2 (Aaon - Court) 100 A 3 0 0 36 33 0 0 34 31 0 0 3 60 A Aaon OA Unit/Dehumid. 32 29 RTU 1-4 (TRANE - Stage/Rear RR) 50 A 3 0 0 30 27 SPARE 20 A 1 0 0 28 25 SPARE 20 A 1 0 0 3 20 A Power Meter 26 23 SPARE 20 A 1 0 0 1 20 A SPARE 24 21 SPARE 20 A 1 0 0 1 30 A Concessions Stand Water Heater 22 19 SPARE 20 A 1 0 0 1 30 A Gym Lighting 20 17 SPARE 20 A 1 0 0 1 20 A Lighting (Stage Worklights) 18 15 SPARE 20 A 1 0 0 1 20 A Lighting (Rm 106) 16 13 SPARE 20 A 1 0 0 1 20 A Gym Court Round Lights 14 11 SPARE 20 A 1 0 0 1 20 A Gym Court Round Lights 12 9 Lighting 20 A 1 0 0 1 20 A Gym Court Round Lights 10 7 Stage Lighting 20 A 1 87 0 1 20 A Gym Court Round Lights 8 5 Lighting 20 A 1 0 0 6 3 Gym Court Strip Lights 20 A 1 0 0 4 1 Gym Court Strip Lights 20 A 1 0 0 3 15 A RTU 1-3 (TRANE - OFFICE/FRONT RR/ CONCESSION STAND) 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT EXISTING PANELBOARD. NEW CIRCUITS INDICATED BY BOLD TYPE. Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Recessed Wires:4 Mains Rating:400 A Supply From: Phases:3 Mains Type: Location:GYMNASIUM 104 Volts:480/277 Wye A.I.C. Rating: Branch Panel: H1C Notes: Total Est. Demand:34 A Total Conn.:40 A Total Est. Demand:12200 VA Total Conn. Load:14400 VA Receptacle 14400 VA 84.72% 12200 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:25 A 38 A 60 A Total Load:3000 VA 4400 VA 7000 VA 41 1000 1000 42 39 IDF Rack #3 Receptacle 20 A 2 1000 1000 2 20 A IDF Rack #2 Receptacle 40 37 38 35 IDF Rack #3 Receptacle 30 A 1 2000 36 33 IDF Rack #3 Receptacle 20 A 1 800 800 1 20 A IDF Rack #2 Receptacle 34 31 IDF Rack #2 Receptacle 30 A 1 2000 0 1 20 A SPARE 32 29 IDF Rack #1 Receptacle 30 A 1 2000 0 1 20 A SPARE 30 27 IDF Rack #1 Receptacle 20 A 1 800 0 1 20 A SPARE 28 25 1000 0 1 20 A SPARE 26 23 IDF Rack #1 Receptacle 20 A 2 1000 0 1 20 A SPARE 24 21 SPARE 20 A 1 0 0 1 20 A SPARE 22 19 SPARE 20 A 1 0 0 1 20 A SPARE 20 17 Fire Alarm (Room 306) 20 A 1 0 0 1 20 A SPARE 18 15 Printer Quad Receptacle (Room 301) 20 A 1 0 0 1 20 A SPARE 16 13 Projector Quad Recept. (Room 301) 20 A 1 0 0 1 20 A SPARE 14 11 IDF Rack, 30amp Recept. (Room 306) 20 A 1 0 0 1 20 A Window Comp Table Whip (Room... 12 9 Receptacles (Rooms, 303, 305, 307,... 20 A 1 0 0 1 20 A Serving Lounge Receptacle (Room... 10 7 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A Workbench Receptacle (Room 300) 8 5 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A Workbench Receptacle (Room 300) 6 3 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A Workbench Receptacle (Room 300) 4 1 Computer Receptacles (Room 304) 20 A 1 0 0 1 20 A IDF Rack, 20 amp Recept. (Room... 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT EXISTING PANELBOARD. NEW CIRCUITS INDICATED BY BOLD TYPE. Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Recessed Wires:4 Mains Rating:50 A Supply From: Phases:3 Mains Type: Location:ELEC. 306 Volts:120/208 Wye A.I.C. Rating: Branch Panel: L2D 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). Notes: Total Est. Demand:4 A Total Conn.:3 A Power 120 VA 100.00% 120 VA Total Est. Demand:3340 VA Lighting - Exterior 573 VA 125.00% 716 VA Total Conn. Load:2696 VA Lighting 2026 VA 125.00% 2533 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:4 A 2 A 4 A Total Load:1158 VA 561 VA 981 VA 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 14 11 12 9 Lighting - Exterior - Upper School 20 A 1 15 10 7 432 120 8 5 621 360 6 3 PANELBOARD E1C (GYM) 30 A 3 425 126 3 30 A Panelboard E1D (Arts) 4 1 Admin Emer Lights - Rms C504, 508... 20 A 1 620 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:100 A Mounting:Recessed Wires:4 Mains Rating:100 A Supply From: Phases:3 Mains Type: Location:IDF 508 Volts:480/277 Wye A.I.C. Rating: Branch Panel: E1A Notes: Total Est. Demand:1 A Total Conn.:1 A Power 120 VA 100.00% 120 VA Total Est. Demand:721 VA Lighting - Exterior 126 VA 125.00% 158 VA Total Conn. Load:601 VA Lighting 360 VA 125.00% 450 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:0 A 1 A 0 A Total Load:126 VA 360 VA 120 VA 11 SPACE -- 1 -- -- 1 -- SPACE 12 9 SPACE -- 1 -- -- 1 -- SPACE 10 7 SPACE -- 1 -- -- 1 -- SPACE 8 5 Arts Emer light - Rms 306, 308, 315 20 A 1 120 0 1 20 A SPARE 6 3 Arts to Gym Canopy Lights 20 A 1 360 0 1 20 A SPARE 4 1 Arts Lighting - Exterior 20 A 1 126 0 1 20 A SPARE 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Recessed Wires:4 Mains Rating:50 A Supply From:E1A Phases:3 Mains Type: Location:HALLWAY C300 Volts:480/277 Wye A.I.C. Rating: Branch Panel: E1D Notes: Total Est. Demand:0 A Total Conn.:0 A Total Est. Demand:0 VA Total Conn. Load:0 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:0 A 0 A 0 A Total Load:0 VA 0 VA 0 VA 41 0 0 42 39 0 0 2 20 A Mini-Split AC for Elec Rm 40 37 Leviton DImmer Panel (Rm 106) 20 A 3 0 0 1 20 A Ex Fan 38 35 Baseball Electronic Door Lock 20 A 1 0 0 1 20 A Elect Rm Plywood Rcpt 36 33 Front Water Fountain 20 A 1 0 0 1 20 A Elect Rm Plywood Rcpt 34 31 Network Wall cabinet quad 20 A 1 0 0 1 20 A Elect Rm Plywood Rcpt 32 29 SPARE 20 A 1 0 0 1 20 A Field Electronic Door Lock (Rm 106) 30 27 Ex Fan 20 A 1 0 0 1 20 A South Rooftop Rcpt 28 25 Ex Fan 20 A 1 0 0 1 20 A Clock Recpt (Rm 104) 26 23 Scoreboard 20 A 1 0 0 1 20 A Stage Lights East Beam 24 21 Gym Court Rcpts 20 A 1 0 0 1 20 A Stage Lights West Beam 22 19 SPARE 20 A 1 0 0 1 20 A SPARE 20 17 Projector Screen 20 A 1 0 0 1 20 A Fire Alarm 18 15 Front Stage Rcpts 20 A 1 0 0 1 20 A Front Electronic Door Lock 16 13 Rear Water Fountain 20 A 1 0 0 1 20 A Garbage disposal (Rm 103) 14 11 Rcpts (Rms 106, 108, court) 20 A 1 0 0 1 20 A Microwave (Rm 103 12 9 SPARE 20 A 1 0 10 7 Stage and West RR rcpts 20 A 1 0 0 1 20 A Refrigerator (Rm 103) 8 5 Front Restroom, Foyer, court rcpts 20 A 1 0 0 1 20 A North Rooftop Receptacle 6 3 Undercabinet Lights (Rm 103) 20 A 1 0 0 1 20 A East Basketball Goal 4 1 'Scoreboard Console Rcpt 20 A 1 0 0 1 20 A 'West Basketball Goal 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating:150 A Mounting:Recessed Wires:4 Mains Rating:150 A Supply From: Phases:3 Mains Type: Location: Volts:120/208 Wye A.I.C. Rating: Branch Panel: L1C Notes: Total Est. Demand:11 A Total Conn.:11 A Total Est. Demand:3924 VA Receptacle 180 VA 100.00% 180 VA Total Conn. Load:3924 VA HVAC 3744 VA 100.00% 3744 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:20 A 0 A 18 A Total Load:2052 VA 0 VA 1872 VA 41 SPARE 20 A 1 0 0 42 39 0 2 20 A IDF AC Unit (Rooftop) 40 37 IDF room AC pump (Room 308)20 A 1 180 1872 38 35 0 1872 2 25 A New IDF AC Unit (Rooftop) (2#10, #10G, 3/4"C) 36 33 Range (Room 310) 20 A 2 0 0 34 31 Range Hood (310) 20 A 1 0 0 2 20 A Dryer 32 29 Dishwasher (Room 310) 20 A 1 0 0 1 20 A Receptacles (Room 306) 30 27 Water Fountain 20 A 1 0 0 28 25 Microwave (Room 310) 20 A 1 0 0 2 20 A Kiln (Room 300 Patio) 26 23 Receptacle (Room 307) 20 A 1 0 0 24 21 Refrigerator (Room 310) 20 A 1 0 0 2 20 A Pre-wire for Air Compressor (Room 300 Patio) 22 19 SPARE 20 A 1 0 0 1 20 A SPARE 20 17 Dishwasher (Room 308) 20 A 1 0 0 1 20 A Garage Disposal 18 15 Receptacles (Room 310, 315,... 20 A 1 0 0 1 20 A SPARE 16 13 Receptacles (Room 308, 315) 20 A 1 0 0 1 20 A Pre-wire for Pottery Wheel 14 11 Recptacles (Room 313) 20 A 1 0 0 1 20 A Track Lights (Room 300) 12 9 Receptacles (Room 303, 305, 307,... 20 A 1 0 0 1 20 A SPARE 10 7 Receptacles (Room 300 & 302) 20 A 1 0 0 1 20 A Telephone Board Recept. 8 5 Receptacles (Room 300) 20 A 1 0 0 1 20 A SPARE 6 3 Receptacles (Room 301) 20 A 1 0 0 1 20 A Rooftop Receptacle 4 1 East Electronic Door Lock (Room 315) 20 A 1 0 0 1 20 A Front Electronic Door Lock (Room... 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT EXISTING PANELBOARD. NEW CIRCUITS INDICATED BY BOLD TYPE. Notes: Enclosure:Type 1 MCB Rating:1 A Mounting:Recessed Wires:4 Mains Rating:225 A Supply From: Phases:3 Mains Type: Location:IDF 308 Volts:120/208 Wye A.I.C. Rating: Branch Panel: L1D No. Date SYMBOL DESCRIPTION AUDIO/VISUAL MULTIMEDIA LEGEND M # S # S # V## V## A##WALL AV ROUGH-IN DETAIL CEILING AV ROUGH-IN DETAIL FLOOR AV ROUGH-IN DETAIL INTERACTIVE WHITE BOARD - WALL - CEILING MULTIMEDIA PROJECTOR MULTIMEDIA FLAT PANEL DISPLAY LOUD SPEAKER, CEILING MOUNTED - # INDICATES TYPE CONTROL PANEL TOUCH PANEL MICROPHONE, CEILING MOUNTED - # INDICATES TYPE VOLUME CONTROL WALL BOX ENCLOSURE VC D1 = DIGITAL SINGLE SIDED CLOCK / A1 = ANALOG SINGLE SIDED CLOCK CEILING ENCLOSURE PRESENTATION CAMERA - CEILING - WALL MOUNTED TEACHERS WORK STATION V## A## A## FP# IWB D1 A1 D2 TWS D2 = DIGITAL DOUBLE SIDED CLOCK / A2 = ANALOG DOUBLE SIDED CLOCK C ENC A2 IWB FP# WB TP# CP# PJPJ C SYMBOL DESCRIPTION STRUCTURED CABLING LEGEND TELECOMMUNICATIONS OUTLET, # =NUMBER OF DATA CABLE(S)/JACK(S) TELECOMMUNICATIONS OUTLET, #/# = NUMBER OF VOICE CABLE(S)/JACK(S) AND NUMBER OF DATA CABLE(S)/JACK(S) TELECOMMUNICATIONS OUTLET, # =NUMBER OF VOICE/DATA CABLE(S)/JACK(S), SURFACE MOUNT TELECOMMUNICATIONS OUTLET, #/# = NUMBER OF VOICE CABLE(S)/JACK(S) AND NUMBER OF DATA CABLE(S)/JACK(S), SURFACE MOUNT WALL MOUNT PHONE (1 CABLE/JACK) 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.) 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) WALL MOUNTED OUTLET FOR WIRELESS ACCESS POINT #=NUMBER OF CABLE(S)/JACK(S) CABLING SLEEVE(S) TYPICAL LADDER RACK TYPICAL CABLE TRAY, BASKET STYLE W W #/# # #/# # # #/# # AP# AP# SYMBOL DESCRIPTION GENERAL ANNOTATION LEGEND T### ##DETAIL REFERENCE (TOP = DETAIL NUMBER, BOTTOM = SHEET NUMBER) VIEWPORT/DETAIL NOTATION NORTH ARROW KEYNOTES MAIN TELECOMMUNICATIONS ROOM TELECOMMUNICATION ROOM MAIN DISTRIBUTION FRAME INTERMEDIATE DISTRIBUTION FRAME EXISTING TO REMAIN PROVIDED BY OTHERS ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE COUNTER ELECTRICAL CONTRACTOR PREMISE SECURITY CONTRACTOR STRUCTURAL CABLING CONTRACTOR AV/MULTIMEDIA CONTRACTOR UNLESS NOTED OTHERWISE ACCESS CONTROL SYSTEM INTRUSION DETECTION SYSTEM MER TR MDF IDF ETR PBO AFF AFG AC EC PSC SCC AVC UNO ACS IDS 00 VIDEO SURVEILLANCE SYSTEMVSS SYMBOL DESCRIPTION PREMISE SECURITY LEGEND BM GB MD LD PB IC MS IC KP CR M CR CARD READER CARD READER MULLION INTRUSION DETECTION KEYPAD ( REFERENCE SYMBOL LEGEND FOR DIFFERENT TYPES ) INTERCOM ( 1 DATA CABLE, PLUS TRIGGER CABLE TO ACS PANEL ) INTERCOM MASTER STATION (1 DATA CABLE) PANIC / DURESS BUTTON LOCK DOWN BUTTON MOTION DETECTOR ( REFERENCE SYMBOL LEGEND FOR DIFFERENT TYPES ) ACCOUSTICAL GLASS BREAK SENSOR BIOMETRIC READER REQUEST TO EXIT - SURFACE PIR KS KEY SWITCH LOCAL ALARM SOUNDER RED/GREEN INDICATOR LIGHT DOORBELL MAGNETIC DOOR HOLD VISUAL STROBE DOOR RELEASE BUTTON, CONTROLLED DOOR LEAF REQUEST TO EXIT - INTEGRAL TO DOOR HARDWARE, SURFACE MOUNT MOTION, INTEGRAL TO DOOR HARDWARE DOOR CONTACT / MONITOR / POSITION SWITCH RG LA DB DH RX DR VS RX DC ELECTRIFIED HARDWARE (REFER TO DIV 08 SCHEDULES)ES ADA DOOR AUTO OPERATOR BUTTONAO WIRELESS LOCK HUB, # = TYPEWH # 2 - SENSOR IP SURVEILLANCE CAMERA, (1) DATA CABLEC 360° FISHEYE LENS CAMERA, (1) DATA CABLEC IR ILLUMINATOR, (1) DATA CABLE AND TRIGGER TO CAMERAIR ACCESS CONTROL PANEL LOCATIONACP EL EH RX DR INTRUSION DETECTION PANEL LOCATIONIDP STANDARD IP SURVEILLANCE CAMERA, (1) DATA CABLEC 180° MULTI-PAGER IP SURVEILLANCE CAMERA, (1) DATA CABLECC 360° MULTI-PAGER IP SURVEILLANCE CAMERA, (1) DATA CABLEC C C TECHNOLOGY SYMBOLS LEGEND A##2AV WALL ROUGH-IN WITH DATA #KEYNOTE #### #DETAIL REFERENCE TOP = DETAIL NUMBER BOTTOM = SHEET NUMBER NORTH ARROW ELEVATION MARKER SECTION MARKER CR (#) = DIFFERENT TYPES OF CARD READERS: KP = CARD READER WITH INTEGRATED KEYPAD M = MULLION POE = POWER OVER ETHERNET W = WIRELESS (Proprietary) Wi = Wi-Fi (802.11) # SYMBOL TAG C SURVEILLANCE CAMERA Proposed Camera Direction *#-## Camera (N)ew, (E)xisting Rough-in, (D)emo Camera Schedule Number (Floor #-Camera #) C PTZ CAMERA*#-## PTZ C *#-##FIXED SURVEILLANCE CAMERA C 360°/MULTI-SENSOR FIXED SURVEILLANCE CAMERA OR FISHEYE LENS CAMERA ##° #mm Approximate view of lens Lens View Angle Lens size Proposed Camera Direction Proposed Camera Direction C M #MICROPHONE WITH AUDIO LINKED TO CAMERA BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY ##### DETAIL NUMBER SHEET NUMBER ##### DIRECTION OF ELEVATION DIRECTION OF ELEVATION DIRECTION OF ELEVATION DETAIL NUMBER SHEET NUMBER #### # DETAIL NUMBER SHEET NUMBER NOT ALL SYMBOLS ARE USED KP (#) = DIFFERENT TYPES OF KEYPADS: PU = PUSH BUTTON TS = TOUCHSCREEN # SYMBOL TAG WH (#) = HUB TYPE RF = RADIO FREQUENCY (PROPRIETARY) W = WIRELESS # SYMBOL TAG MD (*) = MOUNT W = WALL MOUNT C = CEILING MOUNT (#) = TYPE L = LONG RANGE W = WIDE ANGLE 360 = 360° (REFERENCE BOSCH DS9370) *# SYMBOL TAG TECHNOLOGY - GENERAL NOTES 1. 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. TECHNOLOGY SHEET INDEX SHEET NUMBER SHEET NAME Sheet Issue Date Current Revision Date T000 TECHNOLOGY - INDEX SHEET 07-07-23 T100 TECHNOLOGY - OVERALL SITE PLAN 07-07-23 T201 TECHNOLOGY - FLOOR PLAN - GYM & ARTS 07-07-23 T203 TECHNOLOGY - FLOOR PLAN - UPPER & LOWER SCHOOL 07-07-23 T204 TECHNOLOGY - FLOOR PLAN - ADMIN 07-07-23 T400 TECHNOLOGY - ENLARGEMENTS 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 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 7:25:00 PMT000 TECHNOLOGY -INDEX SHEET 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092No. Date REF.REF.CRCRCRCRCRC R C R CRCRCRCRCRFIRE LANE24' - 0"FI RE LANE24' - 0" F IR E L A N E24' - 0 "V. I .F.8' - 0" MI N. IDF 709 IDF 308 MDF 508 GG HH HH HH HH HH HH HH HH HH GYMNASIUM FINE ARTS LOWER SCHOOL ADMINISTRATION UPPER SCHOOL STEAM KP KP KP KP KP KP KP KP KP AA EE CC DD CC DD BB BB FIELD COORDINATE CURRENT HANDHOLE LOCATION HAS CONDUITS TO ELEC AND IDF CLOSETS. ALTERNATIVELY USE HANDHOLE AT CRUSHED GRANITE AREA. FOLLOW EXISTING PATHWAYS. AVOID CORE DRILLING WALL. D D CC IDF C402A IDF 106 IDF 606 DATE: JOB NO. © WRA Architects, Inc. 2021 REVISIONS: WRA Architects, Inc. 12377 Merit Drive Suite 1800 Dallas, Texas 75251 214.750.0077 voice 214.750.5931 fax www.wraarchitects.com 7/7/2023 7:25:09 PMT100 TECHNOLOGY - OVERALL SITE PLAN 07/07/2023 2311SECURITY UPGRADES100 CLARIDEN RANCH RD. SOUTHLAKE, TX 76092SCALE:1" = 40'-0"1 TECHNOLOGY -SITE PLAN -OVERALL TECHNOLOGY KEYNOTES 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. DD APPROXIMATE LOCATION OF MOTORIZED VEHICLE GATE CONTROLLER. REFER TO ARCHITECTURAL/LANDSCAPE DRAWINGS. EE VEHICLE GATE CARD READER. PROVIDE RIGID CONDUIT TO GATE CONTROLLER/BOX. GG VEHICLE GATE HH PEDESTRIAN GATE CARD READER No. Date