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2021-03-15 ARCH SetDATE: JOB NO. © WRA Architects, Inc. 2021 PR O J E C T N A M E : PR O J E C T A D D R E S S : VOLUME 1 CIVIL LANDSCAPE ARCHITECTURE ROOFING STRUCTURE 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 Adams Engineers & Development Consultants 817-328-3200 adams-engineering.com Steele & Freeman, Inc. 817-232-4742 www.steelefreeman.com Adams Engineers & Developmet Consultants 817-328-3200 adams-engineering.com A0 COVER 03/15/2021 1947 ST E A M A D D I T I O N 10 0 C L A R I D E N R A N C H R D . S O U T H L A K E , T X 7 6 0 9 2 NOT FOR CONSTRUCTION - SITE PLAN PACKAGE MARCH 15, 2021 THIS PRELIMINARY DRAWING IS RELEASED UNDER THE AUTHORITY OF ROBERT RAMIREZ JR., T.B.A.E. REGISTRATION NO. 19153. NOTE: THIS SHEET OF DRAWINGS IS INCOMPLETE AND SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT APPLICATION, OR CONSTRUCTION. EXISTING ADMIN STEAM ADDITION EXISTING ARTS EXISTING UPPER SCHOOL EXISTING GYM EXISTING LOWER SCHOOL PROPERTY LINE 40' SETBACK LINE PROPERTY LINE 40' SETBACK LINE N W H I T E C H A P E L B L V D . CLARIDEN RANCH ROAD FI R E L A N E 24 ' - 0 " 8 25 25 27 25 8 FUTURE EXPANSIONFUTURE EXPANSION FUTURE EXPANSION FUTURE EXPANSION FUTURE GYM FUTURE LOWER SCHOOL 3/A2 Sim 1/A2 Sim EXISTING DUMPSTER ENCLOSURE & STORAGE EXISTING FENCE PEDESTRIAN ACCESS SIDEWALK EXISTING FENCE EXISTING FENCE EXISTING F.H. EXISTING F.H. F I R E L A N E 2 4 ' - 0 " F I R E L A N E24' - 0 " STACKING DEPTH 250' - 0" S T A C K I N G D E P T H235' - 0 " S T A C K I N G D E P T H 3 4 0 ' - 0 " 22 8 ' - 0 " 40' - 0" 40' - 0" 30' - 0" 3 0 ' - 0 " 30' - 0" 3 0 ' - 0 " 3 0' - 0" 3 0 ' - 0 " 3 0 ' - 0 " 30' - 0" 30' - 0"3 0 ' - 0 " 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 ENTRY E N T R Y ENTRY E N T R Y E N T R Y E N T R Y E NT RY NEW FIRE RISER 6 4 8 ' - 0 " 5 8 1 ' - 0 " EX I S T I N G E X I S T I N G N W h i t e C h a p e l B l v d LOCATION MAP S Field Dr N W h i t e C h a p e l B l v d Pavilion Dr N Field Dr W Bob Jones Rd So u t h f o r k R d King Ranch Rd Pir c h f o r k L n Clariden Ranch Rd Su n r i s e R a n c h R d C o y o t e R d Mesa Ranch Rd 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: PARKING SPACES REQUIRED: PARKING SPACES PROVIDED: SCHOOL MAXIMUM CAPACITY: PARKING SPACES (STANDARD): PARKING SPACES (ACCESSIBLE): 22 113 156 2,000 149 7 THIS PRELIMINARY DRAWING IS RELEASED UNDER THE AUTHORITY OF ROBERT RAMIREZ JR., T.B.A.E. REGISTRATION NO. 19153. NOTE: THIS SHEET OF DRAWINGS IS INCOMPLETE AND SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT APPLICATION, OR CONSTRUCTION. 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 3/ 1 5 / 2 0 2 1 4 : 3 1 : 4 2 P M A1 Overall Site Plan 03/15/2021 1947 NO T F O R C O N S T R U C T I O N - S I T E P L A N P A C K A G E ST E A M A D D I T I O N 10 0 C L A R I D E N R A N C H R D . S O U T H L A K E , T X 7 6 0 9 2 PLAN NORTH 1" = 40'-0"1 Site Plan - Overall - City Development 0'40'80'20'160' No. Date 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. TYPICAL PARKING SPACES ARE 9'-0" WIDE, TYP. HANDICAP PARKING SPACES ARE 9'-0" WIDE W/ 5'-0"W AISLE ADJACENT TO HANDICAP PARKING. "VAN ACCESSIBLE" HANDICAP PARKING SPACE SHALL BE 132" (11'-0") MINIMUM WITH ACCESS AISLES ONLY REQUIRED TO BE 60" (5'-0") MINIMUM. EXCEPTION ALLOWS FOR 96" (8'-0") SPACE WITH 96" (8'-0") AISLE MINIMUM. ALL H.C. SPACES SHALL HAVE SIGN PER SHEET G201. PAINT EACH H.C. SPACE WITH UNIVERSAL SYMBOL OF ACCESSIBILITY TO FIT WITHIN A 6'-0" SQUARE. 6. PARKING SPACE STRIPING SHALL HAVE 4" WIDTH. STRIPING COLORS AS FOLLOWS: A. WHITE, GENERAL PARKING B. YELLOW, NO PARKING AND LOADING C. CROSSWALK STRIPING AND H.C. AISLES SHALL BE PAINTED 4" WIDE AT 45 DEGREES AT 12" O.C. IN YELLOW. 7. FIRE LANES SHALL BE CLEARLY MARKED ON THE PAVEMENT PER CITY OF SOUTHLAKE REQUIREMENTS. 8. CONCRETE SPLASH BLOCKS, AT ALL DOWNSPOUTS, PRIMARY AND OVERFLOW ROOF DRAIN DISCHARGE LOCATED AT GRADE OR ON THE ROOF. 9. EXPANSION JOINT FILLER AND SEALANT SHALL BE INSTALLED AT ALL LOCATIONS WHERE CONCRETE SIDEWALKS MEET THE BUILDING. 10. ACCESSIBLE ROUTE TO BUILDING ENTRANCES SHALL COMPLY WITH ALL REQUIREMENTS FOR CHANGES IN LEVELS PER T.A.S. (A.D.A. STANDARDS) REQUIREMENTS. 11. REFER TO CIVIL SHEETS FOR PRECAST CONCRETE WHEEL STOP DETAIL. REFER TO SITE PLAN FOR LOCATIONS. PROVIDE AT ALL HANDICAP PARKING SPACES WHERE MORE THAN 2 SUCH SPACES WITH ACCESS AISLES ARE GROUPED TOGETHER. 12. AT ALL CONDITIONS WHERE SIDEWALKS MEET BUILDING ENTRANCE OR EXTERIOR DOOR, PROVIDE # 4 DOWELS AT 12" O.C., DOWELED INTO BUILDING GRADE BEAM. 13. 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). 14. PARKING DIMENSIONS ARE TO BACK OF CURB. 15. ALL SIDEWALKS WIDER THAN 5' SHALL HAVE LIME STABILIZED SUBGRADE PER SPEC. 16. 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. 17. REFER TO CIVIL DRAWINGS FOR SITE UTILITY & ADDITIONAL SITE DEMO. SITE PLAN NOTES 1. REMOVE ALL EXISTING PAVEMENT AND STRUCTURES WITHIN THE LIMITS OF DEMOLITION UNLESS OTHERWISE NOTED. 2. SAW CUT AND REMOVE ALL EXISTING DRIVE APPROACHES THAT ARE WITHIN THE LIMITS OF DEMOLITION 2 FEET FROM THE BACK OF CURB. 3. COORDINATE WITH TXU, SOUTHWESTERN BELL TELEPHONE AND THE LOCAL CABLE COMPANY PRIOR TO THE REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES. 4. ALL UTILITIES SHOULD BE CUT AND PLUGGED IN COORDINATION WITH THEIR RESPECTIVE UTILITY COMPANIES AND PRIOR TO THE DEMOLITION OF EXISTING UTILITIES. 5. CONTRACTOR TO PLUG ALL EXPOSED ENDS AND ABANDONED UTILITIES. 6. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED, RECONNECT TO PROPOSED UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF ALL DEBRIS AND DEMOLITION MATERIALS. 8. 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. 9. 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. 10. 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. 11. 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. 12. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FOR POSITIVE DRAINAGE. 13. AREAS EXCAVATED FOR FOUNDATION OR UNDERGROUND STRUCTURES REMOVAL SHALL BE BACK- FILLED AND COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY. 14. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF EACH SITE DURING DEMOLITION ACTIVITIES. 15. 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 FORT WORTH STANDARD CONSTRUCTION SPECIFICATIONS. 16. 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. 17. 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. 18. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. U.BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND LATEST UPDATES. V.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. W.THE DEMOLITION CONTRACTOR IS TO COORDINATE DEMOLITION ACTIVITIES WITH THE HAZARDOUS MATERIAL ABATEMENT CONTRACTOR'S ACTIVITIES. X.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. Y.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. Z.THE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ADEQUATE DUST CONTROL MEASURES DURING DEMOLITION ACTIVITIES. AA.THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL TEMPORARY UTILITY SERVICES REQUIRED TO COMPLETE THE PROJECT. BB.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. CC.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. DD.REMOVE DEBRIS ON A DAILY BASIS, DO NOT STORE OR BURN MATERIALS ON SITE. GENERAL SITE DEMOLITION NOTES SAWCUT AND REMOVE EXISTING PAVING.1 REMOVE EXISTING SIDEWALK.2 SAWCUT AND REMOVE EXISTING CURB.3 SITE DEMO NOTES RESTRIPE PARKING. REF: A1114 REFER TO CIVIL FOR SITE UTILITIES & SITE DEMO.5 ACCESSIBLE PATH SITE PLAN LEGEND 33 33 55 3 9' - 0" 44 2/A2 Sim 13 12 14 13 EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE 24 ' - 0 " 18 ' - 0 " EXISTING PARKING EXISTING PARKING NEW PARKING NEW PARKING NEW CONCRETE DRIVE LANDSCAPE, REF. CIVIL NEW CONCRETE SIDEWALK 33 33 55 3 10 9 10 9 NEW LIGHT POLE NEW PARKING NEW PARKING NEW CONCRETE DRIVE LANDSCAPE, REF. CIVIL NEW CONCRETE SIDEWALK NEW LIGHT POLE NEW LIGHT POLE 9' - 0" 24 ' - 0 " 18 ' - 0 " STEAM ADDITION EXISTING UPPER SCHOOL CIVIL FF: 591.05' ARCH FF: 100'-0" CIVIL FF: 590.05' PLANTER BED, REF. CIVIL PLANTER BED, REF. CIVIL NEW CANOPY CONNECTOR 6 ' - 8 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 2 ' - 4 " NEW SIDEWALK, REF. CIVIL NEW SIDEWALK, REF. CIVIL 1 2 ' - 0 " 5' - 0" 8 ' - 0 " NEW SIDEWALK, REF. CIVIL CRUSHED GRANITE, REF. CIVIL 8' - 9" 8' - 0" 8' - 0" 7' - 0"NEW WROUGHT IRON FENCE 8 ' - 3 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 7 ' - 5 " 7 ' - 5 " 7 ' - 0 " 32NEW SIDEWALK, REF. CIVIL NEW BOLLARD NEW BOLLARD ROOF ACCESS LADDER FIRE RISER E NT RY E N T R Y THIS PRELIMINARY DRAWING IS RELEASED UNDER THE AUTHORITY OF ROBERT RAMIREZ JR., T.B.A.E. REGISTRATION NO. 19153. NOTE: THIS SHEET OF DRAWINGS IS INCOMPLETE AND SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT APPLICATION, OR CONSTRUCTION. 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 3/ 1 5 / 2 0 2 1 4 : 3 1 : 4 6 P M A2 Enlarged Site Plan 03/15/2021 1947 NO T F O R C O N S T R U C T I O N - S I T E P L A N P A C K A G E ST E A M A D D I T I O N 10 0 C L A R I D E N R A N C H R D . S O U T H L A K E , T X 7 6 0 9 2 1/16" = 1'-0"1 Site Plan - New Parking - City Development PLAN NORTH 1/16" = 1'-0"2 Site Plan - Alternate #1 - City Development PLAN NORTH PLAN NORTH 3/32" = 1'-0"3 Site Plan - STEAM Addition - City Dev. 0'11'21'5'43' 0'16'32'8'64' 0'16'32'8'64' No. Date REF. REF FDFD FD FD PARTITION SYMBOL LEGEND Partition Type -See schedule sheet A302 U -Uninsulated I - Insulated with 3" Sound Attenuation Batt Insulation Regardless of Cavity Size S - Sound partition insulated with Sound Attenuation Batt Insulation same thickness as cavity size. Provide acoustical sealant bead between top of stud runner and structure and between bottom stud track and floor. Provide acoustical sealant bead around all wall penetrations. Offset back to back outlets by one stud cavity. Refer to STC Rating on Partition Schedule for required STC value. D -Extend wall to underside of structural deck C -Top of wall to extend to 12" above finished ceiling height H -Half wall, refer to floor plan for wall height. N -Non-rated partition S -Construction capable of resisting the passage of smoke, run drywall on room side continuous to deck and fire seal. 1 -1 Hour partition 2 -2 Hour partition 3 -3 Hour partition 4 -4 Hour partition A4 UDN 1 2 3 4 6 A B D E 5 C PREP ROOM 703A CLASSROOM 704 MAKER SPACE 706 CLASSROOM 701 CLASSROOM 702 SCIENCE LAB 703 OFFICE 715 COMPRESSOR ROOM 706A LOBBY C700 RISER 719 37 ' - 4 " 47 ' - 2 1 / 4 " 9' - 8 1 / 2 " 23 ' - 7 1 / 4 " 12' - 4" CUSTODIAL 717 RR 713 RR 712 KITCHENETTE/ LOUNGE C703 CLASSROOM 705 RR1 711 RR2 710 RR3 709 RR4 708 CHEMICAL STORAGE 703B STORAGE 707 CORRIDOR C701 THINK TANK C702 12' - 0" 23' - 8 3/4" 9' - 8 1/2" 23' - 8 3/4" 14' - 0" 84' - 0" 37 ' - 4 " 81 ' - 4 " 38' - 0"6' - 0"40' - 0" MATERIAL STORAGE 706B STORAGE 718 ELECTRICAL 714 IDF 716 A127 A7 1 0 A7 1 2 A7 1 4 A7 1 6 A7 0 8 A7 0 6 B A715 A719 A705 A7 0 7 A7 0 9 A7 1 1 A7 1 3 A703B A7 0 3 D A7 0 3 C A703A A720 A7 0 6 A A704 A706 A702 A701 A1 2 9 A7 0 0 A717 A4 ID N A4 IDN A4 ID N A4 ID N A4 IDN A4 IDN A4 IDN A4 IDN A4 A4 A4 A4 ID N A4 IDNA4 IDN A4 ID N A4 IDN A4 ID N A4 IDN A4 A4 ID N 11 8 ' - 8 " 26 ' - 0 " 6' - 4 " 3' - 0 " 5' - 4 " 4' - 0 " 5' - 4 " 3' - 4 " 8' - 0 " 20 ' - 0 " 2' - 0 " 5' - 4 " 30 ' - 0 " 28 ' - 8 " 3' - 4 " 5' - 4 " 8' - 0 " 5' - 4 " 3' - 8 " 5' - 4 " 27 ' - 0 " 6' - 0 " 4' - 0 " 5' - 4 " 4' - 0 " 5' - 4 " 7' - 4 " 11 8 ' - 8 " 12' - 0"14' - 0" 58' - 0" 4' - 8"5' - 4"4' - 0"5' - 4"6' - 6"6' - 4"6' - 6"5' - 4"4' - 0"5' - 4"4' - 8" 4' - 0"8' - 0"4' - 0" 10 ' - 6 " 1' - 4 " THIS PRELIMINARY DRAWING IS RELEASED UNDER THE AUTHORITY OF ROBERT RAMIREZ JR., T.B.A.E. REGISTRATION NO. 19153. NOTE: THIS SHEET OF DRAWINGS IS INCOMPLETE AND SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT APPLICATION, OR CONSTRUCTION. 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 3/ 1 5 / 2 0 2 1 4 : 3 1 : 4 9 P M A3 Floor Plan 03/15/2021 1947 NO T F O R C O N S T R U C T I O N - S I T E P L A N P A C K A G E ST E A M A D D I T I O N 10 0 C L A R I D E N R A N C H R D . S O U T H L A K E , T X 7 6 0 9 2 1/8" = 1'-0"1 Floor Plan - City Development PLAN NORTH 0'8'16'4'32' No. Date MASONRY LEGEND BRICK TYPE 1 (STRETCHER) BRICK TYPE 2 (SOLDIER) STONE TYPE 1 CAST STONE NOTE: 1.) ALL BUILDING E.J. TO BE 1" UNLESS OTHERWISE NOTED 2.) EXPANSION JOINT IN MASONRY VENEER TO BE 3/8" TYPICAL UNLESS OTHERWISE NOTED 3.) 1/2" EXPANSION JOINT FILLER ON BOTH ENDS OF ALL STEEL LINTEL ANGLES Level 1 100' -0" 1 2 3 4 65 Roof Line 116' -0" 3' - 0 " 5' - 0 " 6' - 4 " 3' - 4 " 8' - 5 " 7' - 7 " 2/A4 LIGHT BOLLARD PREFINISHED METAL GUTTER AND DOWNSPOUT METAL STANDING SEAM ROOF EXTERIOR WALL LIGHT PREFINISHED METAL STANDING SEAM CANOPY BRICK TYPE 1 CAST STONE SILL BRICK TYPE 2 CAST STONE MEDALLION WINDOW SYSTEMDOOR SYSTEM STONE TYPE 1 NOTE:FACADES MEET THE MASONRY ORDINANCE REQUIREMENTS Level 1 100' -0" A B D EC Roof Line 116' -0" 5' - 0 " 3' - 0 " 8' - 0 " 7' - 7 " 6' - 4 " 3' - 4 " 1' - 2 " 2' - 1 0 " 12 ' - 0 " LIGHT BOLLARD PREFINISHED METAL GUTTER AND DOWNSPOUT METAL STANDING SEAM ROOF EXTERIOR WALL LIGHT PREFINISHED METAL ROOF LADDER BRICK TYPE 1 CAST STONE SILL BRICK TYPE 2 WINDOW SYSTEMDOOR SYSTEM STONE TYPE 1PREFINISHED METAL STANDING SEAM CANOPY EXTERIOR WALL LIGHT OVERHEAD DOOR SYSTEM METAL STANDING SEAM ROOF NOTE:FACADES MEET THE MASONRY ORDINANCE REQUIREMENTS PREFINISHED METAL STANDING SEAM CANOPY Level 1 100' -0" 123465 Roof Line 116' -0" 7' - 0 " 9' - 2 " PREFINISHED METAL GUTTER AND DOWNSPOUT METAL STANDING SEAM ROOF EXTERIOR WALL LIGHT PREFINISHED METAL STANDING SEAM CANOPY BRICK TYPE 1 CAST STONE SILL EXISTING BUILDINGWINDOW SYSTEM STEEL COLUMNSPREFINISHED METAL ROOF LADDER 8' - 5 " 7' - 7 " PREFINISHED METAL COPING PREFINISHED METAL STANDING SEAM CANOPY NOTE:FACADES MEET THE MASONRY ORDINANCE REQUIREMENTS EXTERIOR WALL LIGHT Level 1 100' -0" ABDEC Roof Line 116' -0" 4' - 4 " 3' - 8 " 7' - 0 " 6' - 4 " 3' - 4 " 1' - 2 " 2' - 1 0 " 4' - 5 " 7' - 7 " LIGHT BOLLARD PREFINISHED METAL GUTTER AND DOWNSPOUT METAL STANDING SEAM ROOF STONE TYPE 1 PREFINISHED METAL STANDING SEAM CANOPY BRICK TYPE 1 CAST STONE SILL BRICK TYPE 2 WINDOW SYSTEMDOOR SYSTEM PREFINISHED METAL ROOF LADDER EXTERIOR WALL LIGHT EXTERIOR WALL LIGHT NOTE:FACADES MEET THE MASONRY ORDINANCE REQUIREMENTS 6' - 4" 1' - 9 " 10" STEEL LETTERING, PAINTED BLACK STEEL PLATE WITH 8" LETTERING CUTOUT, PAINTED BLACK 10 " 7 3/4"THIS PRELIMINARY DRAWING IS RELEASED UNDER THE AUTHORITY OF ROBERT RAMIREZ JR., T.B.A.E. REGISTRATION NO. 19153. NOTE: THIS SHEET OF DRAWINGS IS INCOMPLETE AND SHALL NOT BE USED FOR REGULATORY APPROVAL, PERMIT APPLICATION, OR CONSTRUCTION. 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 3/ 1 5 / 2 0 2 1 4 : 3 1 : 5 3 P M A4 Elevations & Renderings 03/15/2021 1947 NO T F O R C O N S T R U C T I O N - S I T E P L A N P A C K A G E ST E A M A D D I T I O N 10 0 C L A R I D E N R A N C H R D . S O U T H L A K E , T X 7 6 0 9 2 1/8" = 1'-0"1 Elevation - South - City Development 1/8" = 1'-0"3 Elevation - West - City Development 1/8" = 1'-0"4 Elevation - North - City Development 1/8" = 1'-0"5 Elevation - East - City Development KEY PLAN 1/A4 2 /A 4 4 /A 4 3/A4 1/4" = 1'-0"2 Sign Detail 0'8'16'4'32' 0'8'16'4'32' 0'8'16'4'32' 0'8'16'4'32' 0'4'8'2'16' Rendering -SouthRendering -Aerial Rendering -West 2 Rendering -NorthRendering -Canopy Connector Rendering -West 1 Rendering -East No. Date