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Home My WebLink AboutDFW West Logistics_Architectural As Builts_12.18.24ABBREVIATIONS LEGEND AFF ACOU ADA ADJ ALUM ALT APPR APPROX ARCH A/E AVG BD BLVD BLKG BLDG BMD CPT CLG CT COL CONC CMU CONT CJ CORR DTL DIM DR DN DS DWG ELEC ELEV EMER EQ EQUIP EXIST EJ EXT EIFS FIN FIP FE FEC FL FT FTG GA GALV GC GL GYP HT ABOVE FINISHED FLOOR ACOUSTICAL AMERICANS WITH DISABILITIES ACT ADJACENT ALUMINUM ALTERNATE APPROVE, APPROVED APPROXIMATE ARCHITECT, ARCHITECTURAL ARCHITECT/ENGINEER AVERAGE BOARD BOULEVARD BLOCKING BUILDING BOTTOM OF METAL DECK CARPET CEILING CERAMIC TILE COLUMN CONCRETE CONCRETE MASONRY UNIT CONTINUOUS, CONTINUE CONTROL JOINT, CONSTRUCTION JOINT CORRIDOR DETAIL DIMENSION DOOR DOWN DOWNSPOUT DRAWING ELECTRIC, ELECTRICAL ELEVATION EMERGENCY EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXTERIOR EXTERIOR INSULATION FINISH SYSTEM FINISH, FINISHED FOAM IN PLACE FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FLOOR, FLOORING FEET, FOOT FOOTING GAGE, GAUGE GALVANIZED GENERAL CONTRACTOR GLASS, GLAZING GYPSUM HEIGHT HM IMP IN INT JAN MAINT MAT'L MAX MECH MTL MEZZ MIN MISC MTD N/A NTS OC OPP OH PLAM PLBG PREFAB PREFIN PT QTY REF REINF REQ'D RD SCH SIM SHT SC STC SPEC SF SS STD STL STR TEMP TH TYP UNO VERT VEST VCT VWC WH W/ W/O WD HOLLOW METAL INSULATED METAL PANEL INCH INTERIOR JANITOR MAINTENANCE MATERIAL MAXIMUM MECHANIC, MECHANICAL METAL MEZZANINE MINIMUM MISCELLANEOUS MOUNTED NOT APPLICABLE NOT TO SCALE ON CENTER OPPOSITE OVERHEAD PLASTIC LAMINATE PLUMBING PREFABRICATE, PREFABRICATED PREFINISH, PREFINISHED PRESSURE TREATED QUANTITY REFERENCE REINFORCE, REINFORCED,REINFORCING REQUIRED ROOF DRAIN SCHEDULE SIMILAR SHEET SOLID CORE SOUND TRANSMISSION COEFFICIENT SPECIFICATION SQUARE FOOT, SQUARE FEET STAINLESS STEEL STANDARD STEEL STRUCTURE, STRUCTURAL TEMPORARY TEMPORARY THICK, THICKNESS TYPICAL UNLESS NOTED OTHERWISE VERTICAL VESTIBULE VINYL COMPOSITION TILE VINYL WALL COVERING WATER HEATER WITH WITHOUT WOOD SYMBOLS LEGEND SECTION PLAN TITLE DRAWING TITLEREVISION MARK SECTION NUMBER DIRECTION OF NORTH EXTENT OF CUT BETWEEN DOTS 2 5 A2.1 SCALE: 1/4"=1'-0" DWG TITLE SCALE: 1/4" = 1'-0" PLAN TITLE DIRECTION OF CUT 5 A7.1 SHEET SECTION IS SHOWN REVISION NUMBER LIST OF DRAWINGS SHEET #DESCRIPTION ARCHITECTURALCIVIL T1.1 COVER SHEET T1.2 COMCHECK LS1.1 LIFE SAFETY PLAN LOCATION MAP STRUCTURAL MECHANICAL PLUMBING ELECTRICAL DEFERRED SUBMITTALS FIRE PROTECTION/ALARM RACKING BEST MANAGEMENT PRACTICES SOLID WASTE MANAGEMENT : PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. CLEAR SITE OF TRASH. MATERIAL DELIVERY AND STORAGE : PROVIDE A DESIGNATED MATERIAL STORAGE AREA; IF NEEDED, PROVIDE A SECOND CONTAINER CONCRETE WASTE : PROVIDE A DESIGNATED AREA TO BE USED FOR CONCRETE TRUCK WASH-OUT IF NEEDED.AT NO TIME SHALL RUN-OFF ENTER THE STORM DRAINS. TYPE / NUMBER ROOM NUMBER WINDOW NUMBER GLAZING LETTER ROOM NAME FRAME / OPENING DESIGNATION FRAME / OPENING LETTER OR NUMBER101 WINDOW DESIGNATION 01 GLAZING DESIGNATION ROOM DESIGNATION ### NAME P1WALL TYPE KEYNOTE DRAWING NOTE NUMBER PARTITION REFERENCED DETAIL DETAIL NUMBER 5 A7.1 SHEET DETAIL IS SHOWN ELEVATION SHEET ELEVATION IS SHOWN DIRECTION OF VIEW 5 A7.1 ELEVATION NUMBER PAINT & PAINTING SUPPLIES PROVIDE PROPER STORAGE, USE AND CLEANUP OF MATERIALS. VEHICLE FUELING, MAINT. AND CLEANING : PROVIDE A DESIGNATED FUELING AREA WITH A SECOND CONTAINER. HAZARDOUS WASTE MANAGEMENT: PREVENT THE DISCHARGE OF HAZARDOUS WASTE POLLUTANTS INTO THE STORM DRAIN SYSTEM. THE CONTRACTOR/OWNER SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS FOLLOWS: PROJECT DATA PROJECT DESCRIPTION 1A T1.1 TITLE SHEET EGRESS DATA - CHAPTER 10 ALLOWABLE HEIGHT - CHAPTER 5, TABLE 503 ALLOWABLE BUILDING HEIGHT:75'-0", 3-STORIES ACTUAL BUILDING HEIGHT:44'-0" TOP OF PARAPET, 1-STORY CONSTRUCTION TYPE - CHAPTER 6 PROPOSED:TYPE IIB STRUCTURAL FRAME : BEARING WALLS (EXTERIOR) : 0 HOURS 0 HOURS BEARING WALLS (INTERIOR) NON-BEARING WALLS : 0 HOURS 0 HOURS FLOOR CONSTRUCTION : ROOF CONSTRUCTION : 0 HOURS 0 HOURS FIRE PROTECTION SYSTEM - CHAPTER 9 FULLY SPRINKLED OCCUPANT LOADS - CHAPTER 10 USE GROUP RATIO USE GROUP SF OCCUPANT LOAD BUILDING CODE INFORMATION PROJECT CODE DATA USE GROUPS - CHAPTER 3 USE GROUPS: SEPARATION: S-1 (ASSUMED PRIMARY), B (FUTURE OFFICE) UNLIMITED AREA - NON SEPARATED ALLOWABLE AREA - CHAPTER 5, TABLE 506 ALLOWABLE AREA:UNLIMITED AREA (SECTION 507) 200,340 SF S-1 B (FUTURE) TOTAL: 1/500 SF 1/100 SF 178,200 SF 22,140 SF 200,340 SF 357 PERSONS 222 PERSONS 579 PERSONS REQUIRED DOOR WIDTH : 462 X 0.2" = 92.4" PROVIDED DOOR WIDTH : 4 EXITS X 32" EA = 128" COMMON PATH OF TRAVEL REQUIREMENT : 100' MAXIMUM TRAVEL DISTANCE : 400 FEET (S-1) BUILDING CODE: ELECTRICAL CODE: PLUMBING CODE: MECHANICAL CODE: FIRE CODE: 2006 INTERNATIONAL BUILDING CODE W/ AMENDMENTS 2005 NATIONAL ELECTRIC CODE W/ AMENDMENTS 2006 INTERNATIONAL PLUMBING CODE W/ AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE W/ AMENDMENTS 2015 INTERNATIONAL FIRE CODE W/ AMENDMENTS ACCESSIBILITY: ENERGY CODE: 2018 ADA STANDARDS | TAS | TDLR 2015 INTERNATIONAL ENERGY CONSERVATION CODE W/ AMENDMENTS NEW 200,340 SF SPECULATIVE WAREHOUSE ACTUAL AREA: S-1 ASSUMED TO BE PRIMARY USE BASED ON POTENTIAL TENANTS A1.1 ARCHITECTURAL SITE PLAN A1.2 ARCHITECTURAL SITE DETAILS A2.1 OVERALL FLOOR PLAN A2.2 ENLARGED FLOOR PLAN - AREA 'A' A2.3 ENLARGED FLOOR PLAN - AREA 'B' A2.4 PANEL JOINT PLAN - AREA 'A' A2.5 PANEL JOINT PLAN - AREA 'B' A2.6 PLAN DETAILS A2.7 ENLARGED ROOM PLANS A3.0 OVERALL ROOF PLAN A3.1 ROOF DETAILS A4.1 DOOR SCHEDULE A4.2 DOOR DETAILS A4.3 WINDOW TYPES A4.4 WINDOW DETAILS A4.5 PARTITION DETAILS A5.1 EXTERIOR ELEVATIONS A5.2 OVERALL COLORED ELEVATIONS A6.1 WALL SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A7.1 CANOPY DETAILS A8.1 DOCK STAIR DETAILS A8.2 ROOF LADDER DETAILS S0.1 STRUCTURAL NOTES S0.2 STRUCTURAL NOTES S0.3 STRUCTURAL NOTES S0.4 STRUCTURAL NOTES S1.1 FOUNDATION PLAN OVERALL S1.2 FOUNDATION PLAN AREA - A S1.3 FOUNDATION PLAN AREA - B S2.1 ROOF FRAMING PLAN OVERALL S2.2 ROOF FRAMING PLAN AREA - A S2.3 ROOF FRAMING PLAN AREA - B S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS S3.3 STRUCTURAL DETAILS S3.4 STRUCTURAL DETAILS S4.1 STRUCTURAL DETAILS S4.2 STRUCTURAL DETAILS S4.3 STRUCTURAL DETAILS S4.4 STRUCTURAL DETAILS S5.1 TILT PANEL LAYOUT PLAN AREA - A S5.2 TILT PANEL LAYOUT PLAN AREA - B S5.3 TYPICAL TILT PANEL SCHEDULES & DIAGRAMS S5.4 TYPICAL TILT PANEL DETAILS S5.5 TILT PANEL REINFORCING ELEVATIONS S5.6 TILT PANEL REINFORCING ELEVATIONS S5.7 TILT PANEL REINFORCING ELEVATIONS S5.8 TILT PANEL REINFORCING ELEVATIONS S5.9 TILT PANEL REINFORCING ELEVATIONS S5.10 TILT PANEL REINFORCING ELEVATIONS M101 OVERALL MECHANICAL FLOOR PLAN M102 OVERALL MECHANICAL ROOF PLAN M201 OVERALL MECHANICAL ELEVATIONS M401 ENLARGED FIRE PUMP/ELEC ROOM PLANS M601 MECHANICAL SCHEDULES E0.00 ELECTRICAL SPECIFICATIONS E0.01 COM CHECKS EP.00 SITE PHOTOMETRIC E1.00 ELECTRICAL SITE PLAN E2.00 WAREHOUSE ELECTRICAL POWER PLAN E3.00 WAREHOUSE ELECTRICAL LIGHTING PLAN E5.00 ELECTRICAL SERVICE & ONE LINE DIAGRAM E6.00 PANEL SCHEDULES PLUMBING SYSTEMS - CHAPTER 29 THESE DRAWINGS ARE FOR THE SHELL BUILDING ONLY. FUTURE FIXTURE COUNTS WILL BE SIZED PER ACTUAL OCCUPANTS IN SEPARATE TENANT IMPROVEMENT SUBMISSION. PLAN BACKGROUND GRAPHICS ALL PLAN BACKGROUND FEATURES SUCH AS RACKING, EQUIPMENT, FURNITURE, ETC. ARE LIGHTENED ON THE FLOOR PLANS AND ARE SHOWN FOR COORDINATION PURPOSES ONLY. THEY ARE NOT TO BE CONSIDERED A PART OF THIS PERMIT NOR SHALL THEY BE USED FOR FIELD DIMENSIONING (SCALING). P0.1 PLUMBING COVER SHEET & NOTES P1.1 PLUMBING SITE PLAN P2.1 PLUMBING FLOOR PLAN - AREA A P2.2 PLUMBING FLOOR PLAN - AREA B P3.1 PLUMBING ROOF PLAN - AREA A P3.2 PLUMBING ROOF PLAN - AREA B P4.1 PLUMBING ENLARGED FLOOR PLAN P5.1 PLUMBING DETAILS P6.1 PLUMBING SCHEDULES 1 COVER 2.01 FINAL PLAT (SHEET 1 OF 2) 2.02 FINAL PLAT (SHEET 2 OF 2) 3 PROPOSED SITE PLAN 4 CONCEPT PLAN 5 PROJECT LAYOUT AND SURVEY CONTROL PLAN 6 DEMOLITION PLAN 7 PAVING DIMENSION AND CONTROL PLAN (SHEET 1 OF 2) 8 PAVING DIMENSION AND CONTROL PLAN (SHEET 2 OF 2) 9 OVERALL GRADING PLAN 10 GRADING PLAN (SHEET 1 OF 2) 11 GRADING PLAN (SHEET 2 OF 2) 12 GRADING DETAIL (SHEET 1 OF 2) 13 GRADING DETAIL (SHEET 2 OF 2) 14 EXISTING DRAINAGE AREA MAP 15 PROPOSED DRAINAGE AREA MAP 16 OVERALL PROPOSED DRAINAGE AREA MAP 17 DRAINAGE AREA CALCULATIONS 18 INLET CALCULATIONS 19 HYDRAULIC CALCULATIONS 20 STORM DRAIN PLAN (SHEET 1 OF 2) 21 STORM DRAIN PLAN (SHEET 2 OF 2) 22 STORM DRAIN PROFILES (SHEET 1 OF 6) 23 STORM DRAIN PROFILES (SHEET 2 OF 6) 24 STORM DRAIN PROFILES (SHEET 3 OF 6) 25 STORM DRAIN PROFILES (SHEET 4 OF 6) 26 STORM DRAIN PROFILES (SHEET 5 OF 6) 27 STORM DRAIN PROFILES (SHEET 6 OF 6) 28 OVERALL UTILITY PLAN 29 UTILITY PLAN (SHEET 1 OF 2) 30 UTILITY PLAN (SHEET 2 OF 2) 31 OFFSITE UTILITY PLAN 32 WATER LINE PROFILE (SHEET 1 OF 2) 33 WATER LINE PROFILE (SHEET 2 OF 2) 34 SANITARY SEWER PROFILES (SHEET 1 OF 3) 35 SANITARY SEWER PROFILES (SHEET 2 OF 3) 36 SANITARY SEWER PROFILES (SHEET 3 OF 3) 37 PAVEMENT MARKING PLAN (SHEET 1 OF 2) 38 PAVEMENT MARKING PLAN (SHEET 2 OF 2) 39 EROSION CONTROL PLAN (SHEET 1 OF 2) 40 EROSION CONTROL PLAN (SHEET 2 OF 2) 41 MISCELLANEOUS SITE DETAILS 42 WATER STANDARD DETAILS (SHEET 1 OF 3) 43 WATER STANDARD DETAILS (SHEET 2 OF 3) 44 WATER STANDARD DETAILS (SHEET 3 OF 3) 45 WASTEWATER STANDARD DETAILS (SHEET 1 OF 2) 46 WASTEWATER STANDARD DETAILS (SHEET 2 OF 2) 47 STORM DRAIN & INLET STANDARD DETAILS 48 GRATE INLET DETAILS 49 WATER SANITARY AND STORM EMBEDMENT DETAILS (SHEET 1 OF 2) 50 WATER SANITARY AND STORM EMBEDMENT DETAILS (SHEET 2 OF 2) 51 PRECAST JUNCTION BOX 52 INLET ADJUSTMENT 53 EROSION CONTROL STANDARD DETAILS 54 DESIGN DATA FOR PRECAST BASE AND JUNCTION BOX 55 CURB RAMP DETAILS (SHEET 1 OF 2) 56 CURB RAMP DETAILS (SHEET 2 OF 2) 57 CONCRETE PAVING STANDARD DETAILS 58 GUARDRAIL DETAILS (SHEET 1 OF 3) 59 GUARDRAIL DETAILS (SHEET 2 OF 3) 60 GUARDRAIL DETAILS (SHEET 3 OF 3) 61 BARRICADE DETAILS 62 FIRE LANE DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 PROJECT FOR: ARCHITECT CONTRACTOR GMA ARCHITECTS 7930 CLAYTON ROAD, SUITE 300 RICHMOND HEIGHTS, MISSOURI 63117 (P) 314.822.5191 CIVIL STRUCTURAL MECHANICAL ELECTRICAL PLUMBING ARCO/ MURRAY DESIGN BUILD 4925 GREENVILLE AVENUE, SUITE 915 DALLAS, TEXAS 75206 (P) 214.377.6681 3642 EULESS-GRAPVINE ROAD GRAPEVINE TX, 76051 SWANSON INDUSTRIAL SWANSON INDUSTRIAL VENTURE MECHANICAL INC. 1644 W CROSBY RD CARROLLTON, TX 75006 (P) 972.871.1300 RICHARD ADAMS ENGINEERS 5507 EAST BUSCH BLVD TEMPLE TERRACE, FLORIDA 33617 (P) 813.985.4600 HURST ELECTRIC CO. 229 W. HURST BLVD. HURST, TX 76053 (P) 817.268.3000 AOS ENGINEERING 5020 TENNYSON PARKWAY PLANO, TX 75024 (P) 214-432-3030 HALFF ASSOCIATES, INC. 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 (P) 214.346.6200 T1.2 TITLE SHEET SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 A EXIT BRAILLE NOTE 1: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN THE AMERICAN WITH DISABILITIES ACT (ADA). 4" 6" NOTE 2: WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" TO THE CENTERLINE OF THE SIGN ABOVE FINISHED FLOOR. EXIT BRAILLE STAIR 8" DOWN EGRESS WALL SIGNS EXIT & ENTRANCE SIGNAGE WITH BRAILLE COMPLIANT EXIT ROUTE SIGN WITH BRAILLE OTHER WALL SIGNS8" GENERAL NOTES TACTILE EXIT SIGN: "EXIT". SIGNAGE KEYNOTES TACTILE EXIT SIGNS: "EXIT STAIR DOWN" ALL EGRESS ILLUMINATION SHALL COMPLY WITH 2006 IBC SECTION 1006. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE LEVEL. SEE ELEC. DWGS. FOR EGRESS ILLUMINATION COMPLIANCE. FINAL LAYOUT OF WAREHOUSE EXIT SIGNS & FIRE EXTINGUISHERS TO BE COORDINATED W/ LOCAL FIRE MARSHALL. PROVIDE TACTILE EXIT SIGNS IN COMPLIANCE W/ SECTION 1011 OF 2006 IBC. 1. 2. 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OF EFFORT. 4. ADDITIONAL EXIT SIGNS AND/OR EMERGENCY LIGHTING MAY BE REQUIRED, SUBJECT TO FIELD INSPECTION & DETERMINATION OF THE AUTHORITY HAVING JURISDICTION. 5. 1 2 LIFE SAFETY LEGEND EXIT WIDTH PROVIDED IN INCHES TRAVEL DISTANCE TO PRIMARY EXIT 36 EXIT SYMBOL 55' =EXIT SIGN =FIRE EXTINGUISHER, MOUNTED NO HIGHER THAN 3'-6" AFF TO TOP OF FIRE EXTINGUISHER. VERIFY FINAL LOCATIONS WITH LOCAL FIRE MARSHALL FE ALL PLAN BACKGROUND FEATURES SUCH AS RACKING, EQUIPMENT, FURNITURE, ETC. ARE LIGHTENED ON THE FLOOR PLANS AND ARE SHOWN FOR COORDINATION PURPOSES ONLY. THEY ARE NOT TO BE CONSIDERED A PART OF THIS PERMIT NOR SHALL THEY BE USED FOR FIELD DIMENSIONING (SCALING). 6. 1 LS1.1 SCALE : 1" = 30'-0" LIFE SAFTY PLAN B C D E F G H J K L M N P 1 2 3 4 5 6 Q FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE FE 756'-0" 26 5 ' - 0 " TR A V E L D I S T A N C E = 3 9 8 ' - 5 " TR A V E L D I S T A N C E = 3 9 8 ' - 5 " 32 32 32 32 TR A V E L D I S T A N C E = 3 5 7 ' - 9 " TR A V E L D I S T A N C E = 3 3 9 ' - 8 " 2 2 FE 1 1 200 ELECTRICAL ROOM 300 FIRE PUMP ROOM 100 WAREHOUSE AREA 'A' 100 WAREHOUSE AREA 'B' FE FE FE FE FE FE FE FE FE FE FE FE LS1.1 LIFE SAFETY PLAN SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A1.1 SCALE: 1" = 50'-0" ARCHITECTURAL SITE PLAN TRUE NORTH SITE PLAN KEYED NOTES PROPERTY LINE. SEE CIVIL DRAWINGS FOR MORE INFORMATION +/-60'-0" SLOPED DRIVE-N RAMP WITH SLOPED PAVEMENT TO DOCK APRON PER CIVIL. PROVIDE GUARDRAIL, SEE DETAIL 1/A1.2. PROVIDE HEAVE PROTECTION IN SIDEWALK AT DOORS (TYP.) TRAILER/TRUCK PARKING. REFERENCE CIVIL DRAWINGS FOR FURTHER INFO. ACCESSIBLE PARKING AND SIDEWALK. SEE CIVIL DRAWINGS FOR RAMP DETAILS. CONCRETE SIDEWALK. SEE CIVIL DRAWINGS. RETAINING WALL. SEE CIVIL FOR MORE INFORMATION 5'-8" X 5'-0" CONC. STOOP WITH HEAVE PROTECTION. SEE DETAIL 10/A1.2 TRANSFORMER PAD - COORDINATE W/ CIVIL AND ELECTRIC PROVIDER FOR FINAL LOCATION. LOCATION OF STRIPED CAR PARKING. SEE CIVIL DWGS. FOR ADDITIONAL DETAILS. STRIPED PARKING AND DOCK STAIR. SEE DETAIL 1/A8.1 FOR TYPICAL DOCK STAIR DETAIL WITH EXTERIOR BOLLARDS UNOBSTRUCTED FIRE ACCESS LANE. REFER TO CIVIL FOR MORE INFORMATION. BOLLARDS AT SCREEN WALL, SEE 2/A2.6 STRIPED PARKING AND DOCK STAIR WITH EXTERIOR BOLLARDS. SEE DETAIL 5/A8.1. PROVIDE HEAVE PROTECTION. STRIPED PARKING AND DOCK STAIR WITH EXTERIOR BOLLARDS. SEE DETAIL 7/A8.1. STRIPED PARKING AND DOCK STAIR WITH EXTERIOR BOLLARDS. SEE DETAIL 8/A8.1. EXTERIOR BOLLARD. SEE DETAIL 2/A7.1. 6' WOOD FENCE. 30' LONG X 10' TALL CONCRETE SCREEN WALL, SEE DETAIL 11/A1.2 14' TALL CONCRETE SCREEN WALL, SEE DETAIL 8/A1.2 BARRICADE, SEE CIVIL FOR ADDITIONAL INFORMATION 1 2 3 4 5 6 11 12 13 7 9 10 14 8 15 16 17 18 19 20 21 1 1 2 2 4 3 3 3 3 3 3 3 3 3 5 5 5 5 6 6 6 18 9 7 7 888 19 10 TYP. 20 20 13 721 A1.1 ARCHITECTURAL SITE PLAN SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 URETHANE SEALANT; TOOL TO SEAT SEALANT MATERIAL AGAINST SIDES OF CONCRETE AND TO PROVIDE RADIUSED FILLETS AT TRANSITION TO CONCRETE, T&B CONT. 3/4" WIDE POLYETHYLENE BOND BREAKER TAPE PIPE GUARDRAIL SLEEVED INTO CONCRETE - 8" DEEP, GROUTED SOLID 8" 3/4" 3/ 4 " 4 A1.2 SCALE: 3" = 1'-0" SECTION - PIPE SLEEVE DETAIL FINISHED DRIVE-IN RAMP ELEVATION 6" GUARDRAIL ASSEMBLY 4" 4" EQ EQ 3' - 0 " 6" 3' - 6 " 3" 1 1/4" PIPE RAIL, PAINTED LINE OF DRIVE LANE BEYOND 60'-0" +\- RE: CIVIL CONCRETE CURB, RE: DETAIL 3/A1.2 VERTICAL POST. SEE STRUCTURAL FOR POST SPACING TYP. 4' - 0 " CONCRETE CURB, RE: DETAIL 3/A1.2 2 A1.2 SCALE: 1/4" = 1'-0" DRIVE-IN RAMP SECTION 2" X 3" X 3/16" GALV. STEEL TUBE AND PAINTED, CAP TUBE END. FINSH GRADE / PAVEMENT CONCRETE FOOTING 12" X 24 REFLECTORIZED SIGN. WHEEL CHAIR SHALL BE WHITE ON BLUE BACKGROUND WITH "MINIMUM FINE $250" COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) 2' - 0 " 1' - 4 1 / 2 " 7 1 / 2 " 5' - 0 " 6" 2' - 6 " 1' - 8 " 4" 1'-0" 1'-0" 1'-0"1'-0" 1 1 / 2 " 8" 1/ 2 " 3" 1" 3" 1/ 2 " 2" 1" 2" 1 1 / 2 " 1/ 2 " 1/ 2 " 2' - 0 " 1" 8" 1/ 2 " 3" 1" 3" 1 1 / 2 " 2" 1" 2" 2" 2" 1' - 6 " 9" COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) OR 5 A1.2 SCALE: N.T.S. ACCESSIBLE SIGNS 6 A1.2 SCALE: N.T.S. VAN ACCESSIBLE SIGNAGE VAN ACCESSIBLE SIGN WITH WHITE BEADED TEXT OR EQUAL ON BLUE BACKGROUND 9 A1.2 SCALE: N.T.S. DOOR CLEAR FLOOR SPACE 5' - 0 " MI N . 4' - 0 " MI N . 1'-0" MIN. 1:48 MAX SLOPE IN ANY DIRECTION PUSH SIDE PULL SIDE3'-6" CLR. AT RAMP LANDING 1:48 MAX SLOPE IN ANY DIRECTION 1'-6" MIN. CLEAR NOTE: DOORS, DOORWAYS, AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH A117.1 SECTION 404. 30 " M A X 8 A1.2 SCALE: N.T.S. SCREEN WALL REVEAL PATTERN ELEVATION FINISH FLOOR EL 100'-0" EXT. DOCK HEIGHT EL. 96'-0" SEE CIVIL DRAWINGS 3' - 1 1 / 8 " 5' - 5 5 / 8 " T/ REVEAL EL 103'-1 1/8" T/ REVEAL EL 108'-6 3/4" CENTER OF V-GROOVE EL 100'-0" 3/4" CORNER CHAMFER EACH SIDE AT TOP OF WALL PAINTED CONCRETE PANEL 3/4" HORIZONTAL REVEAL, SEE DETAIL 4/A2.6 3/4" V-GROOVE REVEAL, SEE DETAIL 3/A2.6 11 A1.2 SCALE: N.T.S. SCREEN WALL REVEAL PATTERN ELEVATION FINISH FLOOR EL 100'-0" EXT. DOCK HEIGHT EL. 96'-0" SEE CIVIL DRAWINGS 3' - 1 1 / 8 " T/ REVEAL EL 103'-1 1/8" CENTER OF V-GROOVE EL 100'-0" 3/4" CORNER CHAMFER EACH SIDE AT TOP OF WALL PAINTED CONCRETE PANEL 3/4" HORIZONTAL REVEAL, SEE DETAIL 4/A2.6 3/4" V-GROOVE REVEAL, SEE DETAIL 3/A2.6 1 1/4" RAILS AND POSTS. STEEL VERTICAL SUPPORT POST. SEE STRUCTURAL FOR POST SPACING TYP. CHAMFER EDGES COMPRESSIBLE FILLER, 1/2" REMOVABLE EXPANSION JOINT CAP & SEALANT. CONC. RAMP / SLOPE, RE: STRUCT. SEE DETAIL 4/A1.2 FOR CONNECTION EQ3' - 6 " 3 A1.2 SCALE: 1" = 1'-0" SECTION - RAILING @ RAMP 6" 7 A1.2 SCALE: N.T.S. ACCESSIBLE CURB RAMPS 4'- 0 " M I N . 4'-0" MIN. SEE PLAN LEVEL & CLEAR AREA NOT TO EXCEED 1:48 CROSS SLOPE IN ANY DIRECTION EDGE OF BUILDING OR CONC. WALK 1:12 M A X SLOP E @ RAMP CROSS SLOPE AT RAMP NOT TO EXCEED 1:48, TYPICAL PARALLEL CURB RAMPS 1:12 M A X SLOP E @ RAM P 1 A1.2 SCALE: 1" = 20'-0" TYP. ENLARGED DRIVE-IN RAMP SCHEDULED GUARDRAIL CURB AS DETAILED DRIVE-IN RAMP, SEE CIVIL. START OF TRUCK PARKING @ DOCK APRON 3 A1.2 2 A1.2 55 ' - 0 " 5' - 0 " 16'-0" 60 ' - 0 " SLOPED PAVEMENT CONC. TILT SCREEN WALL, SEE 8/A1.2 PIPE BOLLARD, SEE 2/A2.6 5'-0" 5' - 8 " 4" 2' - 0 " 3' - 4 " R. O . ACCESSIBLE THRESHOLD RE: DOOR SCHEDULE H.M. DOOR, RE: DOOR SCHEDULE CONC. TILT-WALL PANEL, RE: STRUCT.SLOPE CONC. 1/8" AWAY FROM BUILDING CONCRETE STOOP. SEE STRUCT. ELEV: 99'-11 1/2" COMPRESSIBLE FILLER, 12" REMOVABLE EXPANSION JOINT CAP & SEALANT. 10 A1.2 SCALE: 1/2" = 1'-0" CONCRETE STOOP PLAN 5 A4.1 A1.2 ARCHITECTURAL SITE DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A2.1 SCALE : 1" = 30'-0" OVERALL FLOOR PLAN 4 A5.1 MA T C H L I N E MA T C H L I N E 100 AREA 'A' WAREHOUSE 100 AREA 'B' WAREHOUSE 2 A5.1 1 A5.1 3 A5.1 1 2 3 4 5 6 A B C D E F G H J K L M N P Q 756'-0" 26 5 ' - 0 " 51 ' - 3 " 51 ' - 3 " 51 ' - 3 " 51 ' - 3 " 60 ' - 0 " 1 A2.2 1 A2.3 54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0" A2.1 OVERALL FLOOR PLAN SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A2.2 SCALE : 1/16" = 1'-0" ENLARGED FLOOR PLAN - AREA A 2 B C D E F G HA 1 3 4 5 6 SE E S H E E T A 2 . 3 MA T C H L I N E MA T C H L I N E 100 AREA 'A' WAREHOUSE 200 300 1 A2.7 103 159 104102101100 158 157 135136137138139140141142143144145146147148149150151152153154155156 3'-4" 4'-6" 3'-4"3'-4"3'-4" 4'-4" 3'-6" 19'-4 3/8"14'-5 5/8"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"10'-2"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"10'-2"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"10'-9"12'-0" 4'-8" 52'-6" 3' - 4 " 16 ' - 6 " 94 ' - 0 " 3' - 4 " 3' - 4 " 89 ' - 0 " 9' - 6 " 18 ' - 0 " 5' - 0 " 18 ' - 0 " 2' - 6 " 3'-4" 9'-0" 3'-4"3'-4"3'-4" 18'-0" 3'-4 3/4" 5'-0"18'-0"5'-0"14'-6" 2' - 6 " 2'-6" 5'-6" 4'-6" 6'-2"5'-6"9'-0"5'-6"8'-4"5'-6"6'-2"5'-6"9'-0"5'-6"46'-10"101'-4"12'-8" 1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 2.SEAL INTERIOR AND EXTERIOR CONCRETE WALL PANEL JOINTS AND ISOLATION JOINTS WITH ELASTOMERIC SEALANT SUITABLE FOR RECEIPT OF FIELD APPLIED PAINTED FINISH. 3.DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL UNLESS DIMENSIONED OTHERWISE. 4.SEE DETAIL 1/A7.1 FOR TYPICAL INTERIOR BOLLARD DETAIL (6" BOLLARD). 5.SEE DETAIL 2/A7.1 FOR TYPICAL EXTERIOR BOLLARD DETAIL (8" BOLLARD). 6.PROVIDE FT 4' X 8' X 3/4" PLYWOOD AS REQ'D FOR MOUNTING FIRE ALARM SYSTEM CONTROL PANELS AND OTHER EQUIPMENT. 7.DOORS ARE DIMENSIONED TO FACE OF JAMB. 8.GLAZING AND FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 9.ALL PANEL JOINT DIMENSIONS ARE TAKEN TO CENTERLINE OF THE JOINT. GENERAL FLOOR PLAN NOTES FLOOR PLAN KEY NOTES KNOX BOX TO BE PROVIDED AT BOTH MAIN ENTRANCES AND FIRE PUMP ROOM. INSTALL 5'-6" ABOVE FINISH FLOOR. VERIFY EXACT LOCATION AND REQUIREMENTS WITH FIRE MARSHAL STEEL COL. RE: STRUCT. DWGS. PAINT SAFETY YELLOW TO 15'-0" AFF. CONCRETE SLAB W/ HARD STEEL TROWEL FINISH. SLAB TO HAVE (1) COAT ASHFORD FLOOR HARDENER/SEALER AT INTERIOR SLAB-ON-GRADE IMMEDIATELY AFTER FINAL FINISHING. SAW CUT CONTROL JOINTS AT 15'-0" O.C. (MAX) EACH WAY. JOINTS SHALL BE DOWELED IN ACCORDANCE WITH ACI RECOMMENDATIONS. REF. STRUCT. DWGS. SEAL ALL PERIMETER FLOOR SLAB ISOLATION JOINTS AT SPEED BAY WITH ELASTOMERIC SEALANT. DOCK STAIR. SEE DETAIL 1/A8.1 ROOF LADDER - REFER TO DETAIL ON 1/A8.2 DRIVE IN DOOR. SEE DOOR SCHEDULE MORE INFORMATION. SEE 11/A4.1 FOR BOLLARD PLACEMENT/INFORMATION. 5'-8" X 5'-0" CONCRETE STOOP AT EGRESS DOORS. FOUNDATION WALL ON SPREAD FOOTINGS FOR HEAVE PROTECTION. SEE STRUCTURAL DRAWINGS FOR FOOTING DESIGN AND SLAB THICKNESS, SEE 9/A4.1 OVERHEAD DOCK DOORS WITH Z-GUARDS, & DOCK BUMPERS. (TYP.). SEE DOOR SCHEDULE FOR MORE INFO. KNOCKOUT PANEL FOR FUTURE DOCK LEVELER. SEE EXT. ELEVATIONS AND SECTIONS FOR MORE INFO. PROVIDE 10-MIL VAPOR BARRIER TO BE INSTALLED UNDER ENTIRE FLOOR SLAB (THROUGHOUT ALL 200,340 S.F. OF BUILDING). SEAL ALL LAPS AND PENETRATIONS OF VAPOR BARRIER WITH FLASHING TAPE SUPPLIED OR APPROVED BY MANUFACTURER OF VAPOR BARRIER. STOREFRONT SYSTEM AS SCHEDULED. SEE WINDOW TYPES ON A4.2 AND EXT. ELEVATIONS LOCATIONS. DOCK STAIR. SEE DETAIL 5/A8.1. KNOCK OUT PANEL FOR FUTURE STOREFRONT SYSTEM. SEE EXT. ELEVATION LOCATIONS. FUTURE OFFICE AREA - SHOWN HATCHED *NOT ALL KEYNOTES PERTAIN TO THIS SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 9'-0"9'-0"16'-0"4'-6"19'-2" 12 2 TYP. 8 6 6 7 1 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 14 1313 13 13 13 13 13 13 13 13 13 15 15 15 4 TYP. 5 TYP. 5 TYP. 3 16 16 1 A2.2 ENLARGED FLOOR PLAN - AREA 'A' SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A2.3 SCALE : 1/16" = 1'-0" ENLARGED FLOOR PLAN - AREA B 2 1 3 4 5 6 J K L M N P QH SE E S H E E T A 2 . 2 MA T C H L I N E MA T C H L I N E 100 AREA 'B' WAREHOUSE 134 133 132 131 130 129 128 127 126 125 124 123 122 121 120 119 118 117 116 115 114 113 112 111 110 109 108107106105 3'-4" 10'-9" 3'-4"3'-4" 19'-4 3/8"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"10'-2"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"10'-2"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"4'-6"9'-0"12'-0" 4'-8" 52'-6" 3' - 4 " 16 ' - 6 " 94 ' - 0 " 3' - 4 " 3' - 4 " 89 ' - 0 " 9' - 6 " 18 ' - 0 " 5' - 0 " 18 ' - 0 " 2' - 6 " 2' - 6 " 3'-4" 9'-0" 3'-4" 18'-0" 3'-4 3/4" 5'-0"18'-0"5'-0"14'-6" 2'-6" 5'-6" 4'-6" 6'-2"5'-6"9'-0"5'-6"8'-4"5'-6"6'-2"5'-6"9'-0"5'-6"46'-10" 3'-4" 16'-0"9'-0"16'-0"4'-6"19'-2"101'-4" 1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 2.SEAL INTERIOR AND EXTERIOR CONCRETE WALL PANEL JOINTS AND ISOLATION JOINTS WITH ELASTOMERIC SEALANT SUITABLE FOR RECEIPT OF FIELD APPLIED PAINTED FINISH. 3.DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL UNLESS DIMENSIONED OTHERWISE. 4.SEE DETAIL 1/A7.1 FOR TYPICAL INTERIOR BOLLARD DETAIL (6" BOLLARD). 5.SEE DETAIL 2/A7.1 FOR TYPICAL EXTERIOR BOLLARD DETAIL (8" BOLLARD). 6.PROVIDE FT 4' X 8' X 3/4" PLYWOOD AS REQ'D FOR MOUNTING FIRE ALARM SYSTEM CONTROL PANELS AND OTHER EQUIPMENT. 7.DOORS ARE DIMENSIONED TO FACE OF JAMB. 8.GLAZING AND FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 9.ALL PANEL JOINT DIMENSIONS ARE TAKEN TO CENTERLINE OF THE JOINT. GENERAL FLOOR PLAN NOTES FLOOR PLAN KEY NOTES KNOX BOX TO BE PROVIDED AT BOTH MAIN ENTRANCES AND FIRE PUMP ROOM. INSTALL 5'-6" ABOVE FINISH FLOOR. VERIFY EXACT LOCATION AND REQUIREMENTS WITH FIRE MARSHAL STEEL COL. RE: STRUCT. DWGS. PAINT SAFETY YELLOW TO 15'-0" AFF. CONCRETE SLAB W/ HARD STEEL TROWEL FINISH. SLAB TO HAVE (1) COAT ASHFORD FLOOR HARDENER/SEALER AT INTERIOR SLAB-ON-GRADE IMMEDIATELY AFTER FINAL FINISHING. SAW CUT CONTROL JOINTS AT 15'-0" O.C. (MAX) EACH WAY. JOINTS SHALL BE DOWELED IN ACCORDANCE WITH ACI RECOMMENDATIONS. REF. STRUCT. DWGS. SEAL ALL PERIMETER FLOOR SLAB ISOLATION JOINTS AT SPEED BAY WITH ELASTOMERIC SEALANT. DOCK STAIR. SEE DETAIL 1/A8.1 ROOF LADDER - REFER TO DETAIL ON 1/A8.2 DRIVE IN DOOR. SEE DOOR SCHEDULE MORE INFORMATION. SEE 11/A4.1 FOR BOLLARD PLACEMENT/INFORMATION. 5'-8" X 5'-0" CONCRETE STOOP AT EGRESS DOORS. FOUNDATION WALL ON SPREAD FOOTINGS FOR HEAVE PROTECTION. SEE STRUCTURAL DRAWINGS FOR FOOTING DESIGN AND SLAB THICKNESS, SEE 9/A4.1 OVERHEAD DOCK DOORS WITH Z-GUARDS, & DOCK BUMPERS. (TYP.). SEE DOOR SCHEDULE FOR MORE INFO. KNOCKOUT PANEL FOR FUTURE DOCK LEVELER. SEE EXT. ELEVATIONS AND SECTIONS FOR MORE INFO. PROVIDE 10-MIL VAPOR BARRIER TO BE INSTALLED UNDER ENTIRE FLOOR SLAB (THROUGHOUT ALL 200,340 S.F. OF BUILDING). SEAL ALL LAPS AND PENETRATIONS OF VAPOR BARRIER WITH FLASHING TAPE SUPPLIED OR APPROVED BY MANUFACTURER OF VAPOR BARRIER. STOREFRONT SYSTEM AS SCHEDULED. SEE WINDOW TYPES ON A4.2 AND EXT. ELEVATIONS LOCATIONS. DOCK STAIR. SEE DETAIL 5/A8.1. KNOCK OUT PANEL FOR FUTURE STOREFRONT SYSTEM. SEE EXT. ELEVATION LOCATIONS. FUTURE OFFICE AREA - SHOWN HATCHED *NOT ALL KEYNOTES PERTAIN TO THIS SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 9'-0" 12 TYP. 2 866 9 9 9 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 13 13 13 13 13 13 13 13 13 13 13 1515 5 TYP. 5 TYP. 3 TYP. 4 16 16 1 11 11 A2.3 ENLARGED FLOOR PLAN - AREA 'B' SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A2.4 SCALE : 1/16" = 1'-0" ENLARGED PANEL JOINT PLAN - AREA A 2 B C D E F G HA 1 3 4 5 6 SE E S H E E T A 2 . 5 MA T C H L I N E MA T C H L I N E 100 AREA 'A' WAREHOUSE 26'-2" PANEL 54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0" 60 ' - 0 " 51 ' - 3 " 51 ' - 3 " 51 ' - 3 " 51 ' - 3 " 31'-0" PANEL 23'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 23 ' - 0 3 / 4 " PA N E L 23 ' - 0 " PA N E L 25 ' - 0 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 23'-0" PANEL 23'-10 3/4" PANEL 19'-6" PANEL 26'-10" PANEL 32 ' - 2 " 16'-4" 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 27'-8" PANEL 31'-0" 25'-0" PANEL 25'-0" PANEL 25'-0" PANEL 7 A2.6 5 A2.6 TYPICAL 6 A2.6 7 A2.6 6 A2.6 6 A2.6 20 ' - 0 " PA N E L 30 ' - 0 " PA N E L 20 ' - 0 " PA N E L 20 ' - 0 " PA N E L A2.4 PANEL JOINT PLAN - AREA 'A' SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A2.5 SCALE : 1/16" = 1'-0" ENLARGED PANEL JOINT PLAN - AREA B 2 1 3 4 5 6 J K L M N P QH SE E S H E E T A 2 . 4 MA T C H L I N E MA T C H L I N E 100 AREA 'B' WAREHOUSE 27'-0" PANEL 54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0" 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 27'-0" PANEL 23'-0" PANEL 30'-10" PANEL 26'-4" PANEL 60 ' - 0 " 24 ' - 4 " PA N E L 51 ' - 3 " 51 ' - 3 " 51 ' - 3 " 51 ' - 3 " 23 ' - 0 3 / 4 " PA N E L 23 ' - 0 " PA N E L 25 ' - 0 " PA N E L 32 ' - 2 " 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 24 ' - 4 " PA N E L 23'-10 3/4" PANEL 23'-0" PANEL 19'-6" PANEL 26'-10" PANEL 16'-4" 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 26'-2" PANEL 27'-8" PANEL 31'-0" 25'-0" PANEL 25'-0" PANEL 7 A2.6 5 A2.6 TYPICAL 6 A2.6 7 A2.6 6 A2.6 6 A2.6 20 ' - 0 " PA N E L 20 ' - 0 " PA N E L 20 ' - 0 " PA N E L A2.5 PANEL JOINT PLAN - AREA 'B' SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 EXTERIOR FINISH EDGE OF PANEL CHAMFER EDGES (BOTH SIDES OF JOINT) CLOSED CELL BACKER ROD & SEALANT TILT-UP CONC. FLAT PANELS SE E ST R U C T SEE STRUCT 3/ 4 " 3/ 4 " SE E ST R U C T . 3/4" 2 1/4" 3/4" 3/4" CONC. WALL PANEL CHAMFER EDGES (BOTH SIDES OF JOINT) CLOSED CELL BACKER ROD & SEALANT - TYPICAL AT ALL EXPOSED EXTERIOR JOINTS EXTERIOR INTERIOR SE E ST R U C T . 3/4" 2 1/4" 3/4" 3/4" CONC. WALL PANEL REVEAL EXTERIOR INTERIOR 3/ 4 " TILT JOINT - 90 DEGREE CORNER7 A2.6 SCALE: 1 1/2"" = 1'-0" HORIZONTAL / VERTICAL REVEAL DETAIL4 A2.6 SCALE: 1 1/2"" = 1'-0" CONCRETE PANEL JOINT DETAIL5 A2.6 SCALE: 1 1/2"" = 1'-0" 3/ 4 " 2 1 / 4 " INTERIOR 3/4" 6 A2.6 SCALE: 1 1/2" = 1'-0" TYPICAL PANEL OVERLAP CLOSED CELL BACKER ROD & SEALANT TILT-UP CONC. FLAT PANELS FINISH EDGE OF PANEL CHAMFER EDGES (BOTH SIDES OF JOINT) INTERIOR EXTERIOR SEE STRUCT SEE STRUCT NOTE: ALL EXTERIOR AND EXPOSED INTERIOR CONCRETE WALL JOINTS SHALL BE CAULKED USING A TWO (2) PART DYMERIC POLYURETHANE NOTE: ALL EXTERIOR AND INTERIOR CONCRETE WALL JOINTS SHALL BE CAULKED USING A TWO (2) PART DYMERIC POLYURETHANE NOTE: ALL EXTERIOR AND EXPOSED INTERIOR CONCRETE WALL JOINTS SHALL BE CAULKED USING A TWO (2) PART DYMERIC POLYURETHANE 8" 1 A2.6 SCALE: 1/2" = 1'-0" INTERIOR PIPE BOLLARD DETAIL 1' - 0 " FINAL BOLLARD CONCRETE TOP-OUT POUR 6" DIA. CONCRETE FILLED, STEEL BOLLARD (PRIMED & PAINTED). PAINT SAFETY YELLOW 1/2" CAULKED EXPANSION JOINT REBAR CONCRETE SLAB 3' - 0 " M I N . 4' - 0 " 12"-18" CORE DIA. FELT PAPER BETWEEN CONCRETE POURS CONCRETE ENCASEMENT, ADD REINFORCING AS REQUIRED 4' - 0 " 5' - 0 " 1' - 0 " 16" - 24" CORE DIAMETER 2 A2.6 SCALE: 1/2" = 1'-0" EXTERIOR PIPE BOLLARD DETAIL CONCRETE ENCASEMENT, ADD REINFORCING AS REQ. CONCRETE SLAB. 1/2" CAULKED EXPANSION. 8" Ø CONCRETE FILLED STEEL, PAINTED SAFETY YELLOW, PIPE BOLLARD. FINAL BOLLARD CONCRETE TOP-OUT POUR. REBAR FELT PAPER BETWEEN CONCRETE POURS. 3 A2.6 SCALE : 3"=1'-0" V-GROOVE REVEAL DETAIL 1 1 / 2 " 3/ 4 " 3/ 4 " 3/4" V GROOVE REVEAL SEE STRUCT. TYPICAL FOR K.O. CONCRETE WALL PANEL A2.6 PLAN DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 H 200 300 7 14 1 13 ' - 9 1 / 4 " 10'-9 1/4"10'-1 5/8"9'-4 7/8" 15'-2 3/4" 101 ELEC. 102 FIRE PUMP P1 P1 P1 P1 P1 ENLARGED ROOM PLAN1 A2.7 SCALE: 1/4" = 1'-0" 1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK. 2.SEAL INTERIOR AND EXTERIOR CONCRETE WALL PANEL JOINTS AND ISOLATION JOINTS WITH ELASTOMERIC SEALANT SUITABLE FOR RECEIPT OF FIELD APPLIED PAINTED FINISH. 3.DOORS SHOWN ADJACENT TO WALLS ARE TYPICALLY 4" FROM ADJACENT WALL UNLESS DIMENSIONED OTHERWISE. 4.SEE DETAIL 1/A7.1 FOR TYPICAL INTERIOR BOLLARD DETAIL (6" BOLLARD). 5.SEE DETAIL 2/A7.1 FOR TYPICAL EXTERIOR BOLLARD DETAIL (8" BOLLARD). 6.PROVIDE FT 4' X 8' X 3/4" PLYWOOD AS REQ'D FOR MOUNTING FIRE ALARM SYSTEM CONTROL PANELS AND OTHER EQUIPMENT. 7.DOORS ARE DIMENSIONED TO FACE OF JAMB. 8.GLAZING AND FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 9.ALL PANEL JOINT DIMENSIONS ARE TAKEN TO CENTERLINE OF THE JOINT. GENERAL FLOOR PLAN NOTES FLOOR PLAN KEY NOTES KNOX BOX TO BE PROVIDED AT BOTH MAIN ENTRANCES AND FIRE PUMP ROOM. INSTALL 5'-6" ABOVE FINISH FLOOR. VERIFY EXACT LOCATION AND REQUIREMENTS WITH FIRE MARSHAL STEEL COL. RE: STRUCT. DWGS. PAINT SAFETY YELLOW TO 15'-0" AFF. CONCRETE SLAB W/ HARD STEEL TROWEL FINISH. SLAB TO HAVE (1) COAT ASHFORD FLOOR HARDENER/SEALER AT INTERIOR SLAB-ON-GRADE IMMEDIATELY AFTER FINAL FINISHING. SAW CUT CONTROL JOINTS AT 15'-0" O.C. (MAX) EACH WAY. JOINTS SHALL BE DOWELED IN ACCORDANCE WITH ACI RECOMMENDATIONS. REF. STRUCT. DWGS. SEAL ALL PERIMETER FLOOR SLAB ISOLATION JOINTS AT SPEED BAY WITH ELASTOMERIC SEALANT. DOCK STAIR. SEE DETAIL 1/A8.1 ROOF LADDER - REFER TO DETAIL ON 1/A8.2 DRIVE IN DOOR . SEE DOOR SCHEDULE MORE INFORMATION. SEE 11/A4.1 FOR BOLLARD PLACEMENT/INFORMATION. 5'-8" X 5'-0" CONCRETE STOOP AT EGRESS DOORS. FOUNDATION WALL ON SPREAD FOOTINGS FOR HEAVE PROTECTION. SEE STRUCTURAL DRAWINGS FOR FOOTING DESIGN AND SLAB THICKNESS, SEE 9/A4.1 OVERHEAD DOCK DOORS WITH Z-GUARDS, & DOCK BUMPERS. (TYP.). SEE DOOR SCHEDULE FOR MORE INFO. KNOCKOUT PANEL FOR FUTURE DOCK LEVELER. SEE EXT. ELEVATIONS AND SECTIONS FOR MORE INFO. PROVIDE 10-MIL VAPOR BARRIER TO BE INSTALLED UNDER ENTIRE FLOOR SLAB (THROUGHOUT ALL 200,340 S.F. OF BUILDING). SEAL ALL LAPS AND PENETRATIONS OF VAPOR BARRIER WITH FLASHING TAPE SUPPLIED OR APPROVED BY MANUFACTURER OF VAPOR BARRIER. STOREFRONT SYSTEM AS SCHEDULED. SEE WINDOW TYPES ON A4.2 AND EXT. ELEVATIONS LOCATIONS. DOCK STAIR. SEE DETAIL 5/A8.1. KNOCK OUT PANEL FOR FUTURE STOREFRONT SYSTEM. SEE EXT. ELEVATION LOCATIONS. FUTURE OFFICE AREA - SHOWN HATCHED *NOT ALL KEYNOTES PERTAIN TO THIS SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ℄ A2.7 ENLARGED ROOM PLAN SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 RE: STRUCT. DWGS RE: STRUCT. DWGS STEEL JOIST - SEE STRUCT. TOP OF PANEL BMD PREFINISHED METAL COPING CAP, 24 GA MINIMUM KYNAR 500 FINISH EXTEND ROOFING UP PARAPET & UNDER COPING CAP 8" M I N 1 1/2" METAL DECK SEE STRUCT. DWGS. 5 A3.1 SCALE : 1 1/2"=1'-0" TOP OF PANEL DETAIL SCHEDULED RIGID INSUL SEE ROOF PLAN CONC. WALL PANEL SCHED. ROOF MEMBRANE SEE ROOF PLAN P.T. WOOD NAILER SEE STRUCT FOR WD BLOCKING ATTACHMENT COMPRESSIBLE INSULATION MAXIMUM 6" FASTENERS W/O WOOD NAILERS EXPANSION BELLOWS SCHEDULED ROOF MEMBRANE SEE ROOF PLAN SCHED. INSUL. SEE ROOF PLAN *REFER TO ROOFING MANUFACTURER FOR RECOMMENDED EXPANSION JOINT DETAIL STEEL JOIST RE: STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWINGS FOR DECK EXPANSION CONNECTION NOTE: USE DRIVE CLEAT AT ALL COPING SEAMS 1 A3.1 SCALE: 1 1/2" = 1'-0" COPING JOINT DETAIL EXP. JT. COVER @ 10'-0" O.C. FASTENED ONE SIDE SEALANT BOTH SIDES - SEE COPING JOINT DETAIL 1/A2.3.2 2 A3.1 SCALE: 1 1/2" = 1'-0" COPING EXPANSION JOINT DETAIL 1 A3.1 DEPRESSED AREA 2'-0" ROOF LEADER. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFO. ROUTE TO DOWNSPOUT CENTERED ON COLUMN ROOF DRAIN CLAMPING RING 1-1/2" MTL DECK MASTIC UNDER MEMBRANE AT ROOF DRAIN CONTINUOUS SEALANT ROOF DRAIN STRAINER. SEE PLUMBING DRAWINGS DEPRESSED AREA 2'-0" SCHEDULED ROOF SYSTEM. SEE ROOF PLAN FOR ADDITIONAL INFORMATION. TAPER INSULATION AS REQUIRED TO CREATE A SMOOTH TRANSITION. PROVIDE FLASHING AS NECESSARY ROOF DRAIN SECTION6 A3.1 SCALE: 1-1/2" = 1'-0" 8" ( M I N . ) STL. ANGLE - SEE STRUCT DRAWINGS FIRE RETARDANT 2X WOOD BLOCKING ATTACHED TO ANGLE - SEE STRUCT DRAWINGS LAP SEALANT FASTEN ROOFING TO BLOCKING @ 8" C.C. COUNTERFLSH'G FASTENED @ 8" C.C. PRE-FAB MET. CURB BY MECH CONTRACTOR SEAL STRIP P.T. WD NAILER ROOFING SYSTEM OVER RIGID INSULATION 1" RIGID FIBERBOARD INSULATION MECHANICAL CURB4 A3.1 SCALE: 1 1/2" = 1'-0"REV : 03.07.2016 TYP. ROOF PENETRATION3 A3.1 SCALE: 1 1/2" = 1'-0" METAL ROOF DECK - SEE STRUCT DRAWINGS PRIMER AND SEAM ADHESIVE BOTH SURFACES ROOFING SYSTEM OVER RIGID INSULATION PRE-MOLDED PIPE SEAL STAINLESS STEEL CLAMP RING WATER CUT-OFF MASTIC LAP SEALANT TYP. PIPE PENETRATION REV : 03.07.2016 8 A3.1 SCALE: 1 1/2" = 1'-0" EXPANSION JOINT DETAIL CONTINUOUS TREATED 2X WOOD NAILER PREFINISHED METAL ROOF EDGING - PROVIDE BUTYL SEALANT ROOF MEMBRANE. SEE ROOF PLAN OVERFLOW SCUPPER OPENING.SEE ROOF PLAN FOR SIZE AND LOCATIONS - BOTTOM OF OVERFLOW SCUPPER OPENING (T.O. WOOD NAILER) TO BE LOCATED 4" HIGHER THAN LOWEST ELEVATION OF ROOF MEMBRANE (T.O. INSULATION) AT INTERIOR ROOF LEADER. 9 A3.1 SCALE: 1 1/2" = 1'-0" OVERFLOW SCUPPER SECTION 8" CONC WALL PANEL 1 1 / 2 " *ANCHOR LADDER AT DECK ABOVE FIRE RETARDANT 2X WOOD BLOCK AS REQUIRED TPO ROOFING MEMBRANE STL. CHANNEL BRACING C3 x 4.1 (ONE EA. SIDE OF STAIR) WELD TO ANGLE - IF REQUIRED 3"x3"x1/4" STL. ANGLE - SEE STRUCTURAL DRAWINGS SECURE BASE FLASHING AT 3" O.C. STAGGERED PRE-FAB METAL ROOF SCUTTLE - SEE ROOF PLAN FOR SIZE HOLD OPEN ARM UNIT 1" RIGID FIBERBOARD INSULATION 3" 3/ 4 " D . S T L R U N G S @ 1 2 " O . C . POLY-ISO ROOFING INSULATION 7" MIN. 10 A3.1 SCALE: 1 1/2" = 1'-0" ROOF SCUTTLE DETAIL TPO SADDLE AT EXPANSION JOINT SLOPE 1/4" PER FOOT 6" 2"4" 1' - 5 " 3" 7" 7" 2" 4" MI N . EIFS OR METAL CORNICE, CORNICE TO WRAP TOP OF CONCRETE PANEL, FASTEN TO PANEL PER MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS TO BE A SEALED DRIP NOTCH ENLARGED CORNICE SECTION DETAIL11 A3.1 SCALE: 1 1/2"=1'-0" TERM BAR AND COUNTER FLASHING, SEE DETAILS 12 AND 13/A3.1 BLOCKING AS REQUIRED 103-R-071216 12 A3.1 SCALE: 1 1/2" = 1'-0" ROOF PARAPET - TERM BAR TILT WALL BOTTOM OF METAL DECK STEEL JOIST EL. VARIES SLOPE TOP OF CONCRETE PANEL WHERE THERE IS NO CORNICE OR COPING CAP 3/ 4 " CHAMFER CORNER OF CONC. PANEL PREFINISHED TERMINATION BAR. PROVIDE EXPANSION JOINT AT CONCRETE PANEL JOINTS, SEE DETAIL 13/A3.1. INSTALL PER ROOF MFR STANDARD DETAILS8" M I N 4" M I N SEALANT METAL DECK (FACTORY PAINTED) COUNTERFLASHING & SEALANT RIGID BOARD INSULATION SEE ROOF PLAN TILT-UP CONC. WALL PANEL SCHEDULED ROOF - SEE ROOF PLAN. INSTALL PER MFR. REQ'TS TO ACHIEVE SPECIFIED WARRANTY SEE ELEVATIONS TOP OF PANEL ROOF DRAIN & OVERFLOW SCUPPERS7 A3.1 SCALE: 1/2" = 1'-0" **SEE ROOF PLAN FOR OVERALL LOCATION** NOTE: SEE DETAIL 6/A3.1 FOR ROOF DRAIN SECTION SLOPE SL O P E ROOF DRAIN -SEE PLUMBING FOR SIZE 2'-0" RD 2' - 0 " 2'-2" OVERFLOW OPENING, SEE DETAIL 9/A3.1 - LOCATE 4" HIGHER THAN SCHEDULED ROOF LOW POINT ROOF PARAPET 2'-0" 4'-0" TYP. U.N.O. ON ELEVATIONS ℄℄ 2' - 0 " ℄ ℄ PROVIDE LEAD PAN AT DEPRESSED AREA 1' - 6 " SLOPE R-051916 13 A3.1 SCALE: 3" = 1'-0" JOINT IN CONCRETE PANEL TERMINATION BAR @ CONTINUOUS BEAD OF SEALANT APPROPRIATE FASTENER - PER MANUFACTURERS RECOMMENDATIONS DO NOT FASTEN TERMINATION BAR ON THIS SIDE OF JOINT DO NOT FASTEN TERMINATION BAR ON THIS SIDE OF JOINT JOINT IN CONCRETE WALL PANEL - BACKER ROD AND SEALANT AS REQUIRED TPO MEMBRANE WALL/SUBSTRATE TERMINATION BAR TERMINATION BAR 1" MAX 1" MAX JOINT IN CONCRETE WALL PANEL - BEHIND ROOF MEMBRANE A3.1 ROOF DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 SE E S C H E D SEE SCHED EXTERIOR FRAME TYPES SCALE: 14"=1'-0" TYPE A DOOR TYPES SCALE: 14"=1'-0" TYPE 1 7' - 0 " 2" 2"SEE SCHED 2" 14 GA WELDED FRAME (GALV/ PTD) HARDWARE NOTES 1.WHERE WALL STOPS ARE NOT PRACTICAL PROVIDE FLOOR STOPS (IVES 436B OR 438B OR EQUAL) 2.CYLINDRICAL LOCKS SHALL BE GRADE ONE. DEADBOLTS SHALL BE GRADE ONE WITH CYLINDER X LEVER OPERATION LOCK. ALL HARDWARE FINISH TO BE BRUSHED ALUMINUM. 3.ALL DOORS INDICATED AS EXIT DOORS ON LIFE SAFETY PLANS SHALL INCLUDE HARDWARE THAT ALLOWS OPERATION & EGRESS WITHOUT THE USE OF A KEY IN THE DIRECTION OF EGRESS INDICATED BY THE EXIT SIGN ARROWS. ALL SWINGING EGRESS DOORS SHALL RELEASE WITH A FORCE NOT TO EXCEED 5 POUNDS. FIRE DOORS AND DOORS OR GATES REQUIRED TO BE EQUIPPED WITH PANIC HARDWARE, BREAK AWAY FEATURES OR OTHER FACTORS REQUIRING HIGHER OPENING FORCE FOR SAFETY REASONS SHALL ALLOW THE DOOR LATCH TO RELEASE WHEN SUBJECTED TO A 15-POUND (67 N) FORCE MAXIMUM. 4.PROVIDE HARDWARE AS REQUIRED FOR THE NORMAL OPERATION OF EACH DOOR. 5.PROVIDE ACCESSIBLE APPROVED LEVER HANDLE ON ALL SWING (NON-OVERHEAD) DOORS. PROVIDE HAGER HEAVY DUTY SERIES (OR EQUAL) IN WAREHOUSE AREAS AND SCHLAGE MEDIUM DUTY SERIES (OR EQUAL) IN OFFICE AREAS. 6.ALL HARDWARE SHALL COMPLY WITH THE ACCESSIBILITY CODE LISTED ON THE COVER SHEET. 7.CLOSERS SHALL BE LCN OR APPROVED EQUAL. 8.LOCKSET FUNCTION TO BE DETERMINED BY THE GENERAL CONTRACTOR AND APPROVED BY THE OWNER. 9. ALL DOORS TO UTILIZE IC CORES AND BE KEYED ALIKE. 10.BALL BEARING HINGES SHALL HAVE NON-REMOVABLE PINS. 11.EXTERIOR DOORS SHALL BE PROVIDED WITH ACCESSIBLE ANODIZED ALUMINUM THRESHOLDS WITH A MAXIMUM HEIGHT OF 1/2" AND BEVELED EDGE SLOPES NO GREATER THAN 1:12 12.RATED DOORS AND FRAMES SHALL BEAR AN APPROVED LABEL INDICATING (1) THE RATING FOLLOWED BY THE LETTER "S", (2) THE MANUFACTURER AND (3) THE NAME OF THE 3RD PARTY INSPECTION AGENCY. 16 GA INSUL. HM DOOR (GALV/ PTD) EXTERIOR HARDWARE SCHEDULE GROUP #1 - DOCK DOORS HARDWARE BY DOOR MANUFACTURER 2" TRACK VERTICAL LIFT MANUALLY OPERATED 1 VISION LITE (DRIVER SIDE) 1 SLIDE LOCK (DRIVER SIDE) 1 FOOT HANDLE (DRIVER SIDE) 25,000 CYCLE SPRING UNINSULATED PULL ROPE GROUP #2 - ENTRANCE (GLASS DOOR - PAIR) HARDWARE BY STOREFRONT MANUFACTURER 3 PR BUTTS EXTERIOR PULL HANDLES CONCEALED VERTICAL RODS DUST PROOF STRIKES CLOSER WEATHER STRIPPING ACCESSIBLE THRESHOLD HEAD DRIP STRIP SWEEPS RIM CYLINDER GROUP #3 - WAREHOUSE DOORS 1-1/2 PR BUTTS STOREROOM LOCKSET CLOSER SET OF WEATHER STRIPPING ADA THRESHOLD HEAD DRIP STRIP LATCH GUARD DOOR SWEEP KICK PLATE (INTERIOR ONLY) SILENCERS STORM CHAIN HEAD FRAME MAT'L SILLJAMB REMARKSDETAILSDOOR MAT'L TYPETYPEHEIGHTWIDTHTHICK. FIRE RATING HDW GROUP ROOM # DOOR # 100 ------DOUBLE STOREFRONT ENTRY 103 2 ALUM PR. 3'-0"---B ALUM 1/A4.1 2/A4.1 3/A4.1 2 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 8'-0" ------ELECTRIC OPERATIONMTL12'-0"14'-0"---3 610/A4.2 11/A4.1 8/A4.1 --------- --------- ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 5/A4.1 ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ---10/A4.1 7/A4.1 ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- --- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- 124 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 5/A4.1 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 --- --- --- ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 ------9'-0"10'-0"---110/A4.1 7/A4.1 --------- --------- ------DOCK DOOR AT STAIRHM3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 6/A4.1 --- 143 144 145 146 147 148 149 150 151 152 154 155 156 157 158 159 200 300 ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- --- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- ------MTL 9'-0"10'-0"---------3 110/A4.1 7/A4.1 MANUAL OPERATION--- --- --- --- --- --- ---------4 ELECTRIC ROOM DOOR--- ---------5 FIRE PUMP ROOM DOOR--- --------- TYPE B 7' - 0 " 2" 2"SEE SCHED 2" PREFINISHED ALUMINUM FRAM 101 102 125 5/A4.1 5/A4.1 5/A4.1 MAN DOOR @ STOOP & SIDEWALK MAN DOOR @ STOOP & SIDEWALK MAN DOOR @ STOOP & SIDEWALK MAN DOOR @ STOOP & SIDEWALK MAN DOOR @ STOOP & SIDEWALK 103 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 5/A4.1 MAN DOOR @ STOOP & SIDEWALK 103 ------HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 5/A4.1 MAN DOOR @ STOOP & SIDEWALK DOUBLE STOREFRONT ENTRY------2 ALUM PR. 3'-0"---B ALUM 1/A4.1 2/A4.1 3/A4.1 28'-0" MAN DOOR @ STOOP & SIDEWALK MAN DOOR @ STOOP & SIDEWALK MAN DOOR @ STOOP & SIDEWALK MAN DOOR @ STOOP & SIDEWALK 5/A4.1 5/A4.1 5/A4.1 5/A4.1 ------ MANUAL OPERATION MANUAL OPERATION MANUAL OPERATION MANUAL OPERATION MANUAL OPERATION MANUAL OPERATION 3 3 3 3 3 MTL MTL MTL MTL MTL 3 MTL ------ ------ ------ ------ ------ ------ --- 110/A4.1 7/A4.1 --- 110/A4.1 7/A4.1 --- 110/A4.1 7/A4.1 --- 110/A4.1 7/A4.1 --- 110/A4.1 7/A4.1 --- 9'-0"10'-0" 9'-0"10'-0" 9'-0"10'-0" 9'-0"10'-0" 9'-0"10'-0" ------MANUAL OPERATION3MTL------110/A4.1 7/A4.1 ---9'-0"10'-0" ------MANUAL OPERATION3MTL------110/A4.1 7/A4.1 ---9'-0"10'-0" ------MANUAL OPERATION3MTL------110/A4.1 7/A4.1 ---9'-0"10'-0" ------MANUAL OPERATION3MTL------110/A4.1 7/A4.1 ---9'-0"10'-0" ------MANUAL OPERATION3MTL------110/A4.1 7/A4.1 ---9'-0"10'-0"--- ---DOCK DOOR AT STAIRHM3'-0"7'-0"---A HM1 36/A4.1 10/A4.1 7/A4.1 ---DOCK DOOR AT STAIRHM3'-0"7'-0"---A HM1 36/A4.1 10/A4.1 7/A4.1 ---DOCK DOOR AT STAIRHM3'-0"7'-0"---A HM1 36/A4.1 ---ELECTRIC OPERATIONMTL12'-0"14'-0"---3 610/A4.2 11/A4.1 8/A4.1------ ---HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 MAN DOOR @ STOOP & SIDEWALK5/A4.1 ---HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 MAN DOOR @ STOOP & SIDEWALK5/A4.1 ---HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 MAN DOOR @ STOOP & SIDEWALK5/A4.1 ---HM 3'-0"7'-0"---A HM1 34/A4.1 4/A4.1 MAN DOOR @ STOOP & SIDEWALK5/A4.1 6/A4.1 6/A4.1 4/A4.1 4/A4.1 4/A4.1 4/A4.1 A HM A HM HM 3'-0"7'-0"1 HM 3'-0"7'-0"1 GROUP #4 - ELEC ROOM DOOR 1-1/2 PR BUTTS STOREROOM LOCKSET PANIC HARDWARE CLOSER THRESHOLD DOOR SWEEP SILENCERS LATCH GUARD HEAD DRIP STRIP WEATHER STRIPPING STORM CHAIN KICK PLATE (INTERIOR SIDE) GROUP #5 - FIRE PUMP ROOM DOOR 1-1/2 PR BUTTS STOREROOM LOCKSET PANIC HARDWARE CLOSER LATCH GUARD THRESHOLD DOOR SWEEP SILENCERS HEAD DRIP STRIP KICK PLATE (INTERIOR SIDE) STORM CHAIN GROUP #1 - DRIVE-IN DOORS HARDWARE BY DOOR MANUFACTURER 3" TRACK VERTICAL LIFT ELECTRICALLY OPERATED PHOTO - EYES 1 VISION LITE 2 FOOT HANDLES 25,000 CYCLE SPRING UNINSULATED SE E S C H E D SEE SCHED TYPE 2 EXTERIOR SE E S C H E D SEE SCHED 24 GA. BAKED ENAMEL FINISH OH DOOR TYPE 3 A4.1 DOOR SCHEDULE SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 3 A4.1 SCALE : 1 1/2"=1'-0" EXTERIOR ALUM. DOOR SILL @ CONCRETE ALUMINUM FRAME ALUMINUM 1" INSULATED & TEMPERED GLASS DOOR SCHEDULED GLAZING SHIM AND CONTINOUS SEALANT CONCRETE WALL PANEL ALUM DOOR JAMB DETAIL2 A4.1 SCALE : 1 1/2"=1'-0" INTERIOR EXTERIOR FUTURE INTERIOR FINISH WALL (BEYOND) SCHEDULED ALUMIN. DOOR & FRAME METAL THRESHOLD SET IN MASTIC 1/2" EXP JOINT W/ COMPRESSIBLE FILLER AND DOW 890 SEALANT AT TOP OF JOINT CONCRETE SLAB EXTERIOR INTERIOR 1/ 2 " 10 " N . T . S . CONCRETE SLAB. SEE WALL SECTIONS AND STRUCTURAL DRAWINGS FOR FURTHER INFO. SLOPE AWAY FROM BUILDING @ 1/8" PER 1'-0" 1" INSULATED GLASS ALUM DOOR HEAD DETAIL1 A4.1 SCALE : 1 1/2"=1'-0" EXTERIOR MAN DOOR SILL AT CONCRETE WALL BEYOND SCHEDULED DOOR & FRAME ALUM. THRESHOLD SET IN MASTIC 1/2" EXP JOINT W/ CONCRETE SLAB EXTERIOR PAVING SLOPE AWAY FROM BUILDING @ 1/8" PER 1'-0" SEE CIVIL DWGS. EXTERIOR INTERIOR ISOLATION MATERIAL 5 A4.1 SCALE : 1 1/2"=1'-0" 1/ 2 " MAN DOOR SILL AT MTL STAIR TILT-UP CONCRETE WALL PANEL (BEYOND) HOLLOW METAL DOOR & FRAME METAL THRESHOLD SET IN MASTIC STEEL DOCK STAIRS CONCRETE SLAB CONCRETE WALL PANEL - SEE STRUCTURAL 6 A4.1 SCALE : 1 1/2"=1'-0" SHIM & CONTINUOUS SEALANT BOTH SIDES. FLASH AS REQUIRED CONCRETE WALL PANEL SCHEDULED GLAZING ALUMINUM & TEMPERED GLASS DOOR BOLT AS REQUIRED INTERIOREXTERIOR EXTERIOR INTERIOR 4 A4.1 SCALE: 1 1/2" = 1'-0" HM HEAD/JAMB TILT WALL 2" 1/ 4 " *JAMB SIMILAR SEE STRUCT. TILT-UP CONCRETE WALL PANEL V-GROOVE DRIP AT HEAD ONLY (EXTERIOR) SEALANT - BOTH SIDES GALV. METAL RAINGUARD SET IN CONTINUOUS BED OF SEALANT, AT HEAD ONLY (EXTERIOR DOORS) HOLLOW METAL FRAME FILL SOLID WITH GROUT OR CAST INTO TILT-UP PANEL DOOR AS SCHEDULED CHAMFER AT HEAD & JAMB 2" MIN. CO N C R E T E O P E N I N G DO O R O P E N I N G SEE STRUCT. SE E D O O R S C H E D . CONCRETE WALL PANEL OH DOOR TRACK ATTACH SECURELY TO WALL PER MFR'S RECOMMENDATIONS AMBIENT WAREHOUSEEXTERIOR SECTIONAL OVERHEAD DOOR AND ATTACHMENTS BY DOOR SUPPLIER V-GROOVE DRIP NOTCH WEATHER STRIPPING OVERHEAD DOOR HEAD DETAIL10 A4.1 SCALE : 1 1/2"=1'-0" 1/ 2 " 1/ 2 " 9" DRIVE-IN DOOR SILL DETAIL CONCRETE WALL PANEL SHOWN BEYOND OVERHEAD DOOR TRACK SCHEDULED OVER HEAD DOOR AND ATTACHMENTS BY DOOR SUPPLIER RUBBER ASTRAGAL CAST IN PLACE STL. ANGLE 1 1/2" x 1 1/2" x 1/4" W/ 1/2" DIA x 4" HD. STUDS @ 18" O.C. PROVIDE WEATHER TIGHT SEAL 8 A4.1 SCALE : 1 1/2"=1'-0" EXTERIOR INTERIOR R-030716 11 A4.1 SCALE: 1 1/2" = 1'-0" OHD DRIVE-IN JAMB TILT WALL SE E D O O R S C H E D . 2" 9" 6" SECTIONAL OVERHEAD DOOR AND ATTACHMENTS BY DOOR SUPPLIER STL ANGLE BELOW. SEE DETAIL 8/A4.1 OVERHEAD DOOR TRACK TILT-UP CONCRETE WALL PANEL CL 1'-6" (N.T.S.) 1" PIPE BOLLARD SEE DETAIL 2/A7.1 1'-4" PIPE BOLLARD SEE DETAIL 1/A7.1 WEATHER STRIPPING STL ANGLE BELOW. SEE DETAIL 8/A4.1 7 A4.1 SCALE: 1 1/2" = 1'-0" OH DOOR JAMB AT TILT - Z GUARD 4.2 - 202-R-020918 TILT-UP CONCRETE WALL PANEL WEATHER STRIPPING EXTERIOR OVERHEAD DOOR TRACK ATTACH SECURELY TO WALL PER MFR'S RECOMMENDATIONS SCHEDULED OVERHEAD DOOR AND ATTACHMENTS BY DOOR SUPPLIER. SEE DOOR SCHEDULE PRIMED & PAINTED "Z" GUARD TRACK SHIELD TO 48" A.F.F. ATTACH SECURELY TO WALL V-GROOVE DRIP AT HEAD ONLY (EXTERIOR) CHAMFER AT HEAD & JAMB DRIP FLASHING 1/2" EXP JOINT W/ ISOLATION MATERIAL 12 A4.1 SCALE : 1 1/2"=1'-0" DOCK DOOR SILL DETAIL CONCRETE TILT WALL BEYOND OVERHEAD DOOR TRACK SCHEDULED OVER HEAD DOOR AND ATTACHMENTS BY DOOR SUPPLIER CONCRETE SLAB, POUR THROUGH TO EXTERIOR FACE OF TILT WALL SEE STRUCT. DWGS. CONCRETE TILT WALL SE E S E C T I O N S FO R D I M . STEEL ANGLE HOT DIP GALVANIZED 1/ 2 " S L O P E A4.2 DOOR DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 WINDOW TYPES SCALE: 14"=1'-0" 1" INSULATED GLASS (GRAYLITE 2 TINT) IN PRE-FINISHED CLEAR ANODIZED THERMALLY BROKEN ALUMINUM FRAME NOTE:T = TEMPERED GLASS WINDOW TYPES LEGEND NOTES: 1.DIMENSIONS SHOWN FOR EXTERIOR WINDOWS ARE TO ROUGH OPENING SIZES. 2.PROVIDE 1/2" JOINT AROUND ENTIRE PERIMETER OF ROUGH OPENINGS. 3.FIELD VERIFY ROUGH OPENING SIZES PRIOR TO FABRICATION. 16 ' - 0 " A F F 16 ' - 0 " A F F 25 ' - 5 1 / 4 " A F F 3' - 1 1 / 4 " AF F WINDOW PREFIN. ALUM FRAME A WINDOW PREFIN. ALUM FRAME B WINDOW PREFIN. ALUM FRAME C WINDOW PREFIN. ALUM FRAME D WINDOW PREFIN. ALUM FRAME GWINDOW PREFIN. ALUM FRAME FWINDOW PREFIN. ALUM FRAME E 2 1 / 2 " 5' - 5 1 / 4 " 2 1 / 2 " 4' - 1 0 " 2 1 / 2 " 2' - 1 0 3 / 4 " 2 1/2"2 1/2"6'-1 1/2"5'-6 1/4" 18'-0" R.O. 2 1/2"2 1/2"5'-6 1/4" 2"2"6'-2"5'-7" 18'-0" R.O. 2"2"5'-7" 2 1/2"2 1/2"6'-1 1/2"5'-5 3/4" 18'-0" R.O. 2 1/2"2 1/2"5'-5 3/4" 2"2"6'-2"3'-10" 14'-6" R.O. 6'-1 1/2" 14'-6" R.O. 2 1/2"2 1/2"3'-8 3/4" 2"2" 2'-6"2'-6" 5'-6" R.O. 2" 2"7'-8" 8'-0" R.O. 2" 2" 2' - 7 3 / 4 " 2" 3' - 6 " 2" 2' - 8 1 / 4 " 2 1 / 2 " 5' - 4 3 / 4 " 2 1 / 2 " 4' - 1 0 " 2 1 / 2 " 2' - 1 0 1 / 4 " 2" 2' - 8 " 2 1 / 2 " 5' - 4 3 / 4 " 2 1 / 2 " 4' - 1 0 " 2 1 / 2 " 2' - 1 0 1 / 4 " 2" 2" 3' - 5 5 / 8 " 2" 3' - 8 3 / 4 " 14 ' - 0 " R . O . 2 1 / 2 " 2" 2 1 / 2 " 2" 2 1 / 2 " 2" 2" 9' - 6 " R . O . 14 ' - 0 " R . O . 3' - 0 " R . O . 14 ' - 0 " R . O . 5' - 2 " R . O . 4' - 0 3 / 4 " R . O . T T T TT T 1' - 2 3 / 8 " 5 A4.4 4 A4.4 1 A4.4 1 A4.4 1 A4.4 1 A4.4 1 A4.4 1 A4.4 1 A4.4 7 A4.4 6 A4.4 7 A4.4 7 A4.4 2 A4.4 2 A4.4 2 A4.4 2 A4.4 1 A4.4 3 A4.4 3 A4.4 3 A4.4 3 A4.4 3 A4.4 TTT TTT 2"2"3'-10" 2 1/2"2 1/2"3'-8 3/4" 1/ 2 " S H I M 1/2" SHIM 1/2" SHIM 1/2" SHIM 1/ 2 " S H I M 1/2" SHIM 1/ 2 " S H I M 1/ 2 " S H I M A4.3 WINDOW TYPES SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 6 A4.4 SCALE: 1 1/2" = 1'-0" ALUM DOOR - HEAD 4 A4.4 SCALE: 1 1/2" = 1'-0" ALUM DOOR - JAMB 5 A4.4 SCALE: 1 1/2" = 1'-0" ALUM DOOR - SILL CONCRETE WALL PANEL SHIM & CONTINUOUS SEALANT BOTH SIDES SCHEDULED GLAZING ALUMINUM & TEMPERED GLASS DOOR ALUMINUM FRAME SCHEDULED GLAZING SHIM AND CONSTANT SEALANT CONCRETE WALL PANEL ALUMINUM & TEMPERED GLASS DOOR 1/ 2 " M A X . CONCRETE SLAB. SEE SCHEDULED LOCATIONS FOR FROST HEAVE SLAB OUTSIDE OF EXTERIOR DOORS; SLOPE AWAY FROM BUILDING @ 1/8" PER 1'-0" - SEE CIVIL. INTERIOR CONCRETE SLAB ISOLATION JOINT BEVELED ALUMINUM THRESHOLD SET IN MASTIC (ADA COMPLIANT) WEATHER SWEEP ALUMINUM & TEMPERED GLASS DOOR 4 1/2" 2" SLOPE CONCRETE FROM SILL 1/8"/FOOT CONC FOUNDATION RE: STRUCT. DWG. ISOLATION JOINT ALUMINUM SUB-SILL FLASHING W/ END DAMS CONC. SLAB OVER VAPOR BARRIER AND COMPACTED SUB-GRADE. SEE STRUCT. ALUM STOREFRONT SILL DETAIL AT EXTERIOR7 A4.4 SCALE : 1 1/2" = 1'-0" EDGE OF INT. FLR. SLAB TO ALIGN W/ OUTSIDE FACE OF STOREFRONT 8 A4.4 SCALE: 1 1/2" = 1'-0" LOUVER DETAIL 3/4" INTERIOREXTERIOR NOTE: LOUVERS SHALL BE PROVIDED WITH BIRD AND INSECT SCREENS AND ELECTRIC MOTOR OPERATED DAMPERSDRIP NOTCH CONTINUOUS SEALANT BOTH SIDES EXTERIOR GRADE SHIM SCHEDULED LOUVER. SEE MECH. DWGS. CONCRETE WALL BEYOND SHIM AND CAULK BOTH SIDES FOR WEATHER TIGHT SEAL EXTERIOR GRADE SHIM SEALANT. DO NOT BLOCK WEEPS CONCRETE WALL PANEL 2 A4.4 SCALE: 3" = 1'-0" STOREFRONT SILL DETAIL SCHEDULED GLAZING SEE WINDOW TYPES SEALANT. NOT BLOCK WEEPS TILT-UP CONCRETE PANEL THERMALLY BROKEN PRE-MANUFACTURED SUB-SILL FLASHING (AS PART OF WINDOW SYSTEM). PROVIDE END DAMS INTERIOREXTERIOR EXTERIOR GRADE SHIM 2 3/4"4 1/2" 1 A4.4 SCALE: 3" = 1'-0" TILT-UP CONCRETE PANEL EXTERIOR GRADE SHIM PREFINISHED METAL FLASHING SCHEDULED GLAZING SEE WINDOW TYPES PREFINISHED ALUM. THERMALLY BROKEN FRAME. VARIES INTERIOREXTERIOR SEE STRUCT. CL 3/ 4 " 1/4"1" 3/4" DRIP EDGE (@ HEAD ONLY) STOREFRONT HEAD / JAMB DETAIL 2" MIN. SEE STRUCT. A4.4 WINDOW DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 CLIP ANGLE WITH SCREW OR WELD ATTACHMENT COLD ROLLED CHANNEL 6 A4.3.1 SCALE: 1 1/2" = 1'-0" LATERAL BRACING STUDS PER PARTITION TYPE NOTE: ALTERNATIVE LATERAL BRACING METHODS SHALL BE CONSIDERED. FRAMING SUBCONTRACTOR TO NOTIFY GENERAL CONTRACTOR IF ALTERNATE LATERAL BRACING METHOD IS BEING PROPOSED STUD SIZE 362S125-18 16"4'-0" 362S125-27 16" 362S137-33 16" 362S200-33 16" 362S200-68 16" SIZE SPACING SPAN CEILING TIES (BRACING SPACING)SPACING SPAN MAXIMUM SPAN MAXIMUM SPAN 362S125-18 (25 GA.)16"11'-0"24"9'-0" 362S125-33 (20 GA.)16"13'-6"24"12'-6" 600S125-33 (20 GA.)16"20'-6"24"18'-0" CEILING JOISTS (NON-LOAD BEARING) INTERIOR PARTITION (NON-LOAD BEARING) 1-STUD & 1-TRACK 2-STUD & 1-TRACK 3-STUD & 1-TRACK 4-STUD & 1-TRACK 5-STUD & 1-TRACK (1) xxxS162-43 w/ (2) 33 MIL MIN TRACKS (1) xxxS200-33 w/ (2) 33 MIL MIN TRACKS AT INT. (2) 362S162-33 w/ (2) 33 MIL MIN TRACKS AT DEMISING (2) 600S162-33 w/ (2) 1000T125-43, 800T125-33, 600T125-33 OR 362T125-43 (2) 800S162-33 w/ (2) 1000T125-43, 800T125-43, 600T125-54, OR 362T125-54 4'-0" 8'-0" 10'-0" 12'-0" 6'-0" SEE SECTION SEE SECTION (4) #8 SCREWS EA END TOTAL (4) #8 SCREWS EA END TOTAL (4) #8 SCREWS EA END TOTAL KING STUDS, U.N.O.SPAN HEADER SIZE BOX BEAM HEADERS GY P . B O A R D C E I L I N G DE T A I L X A4 . X 4'-0" 3'-6" 3'-6" STUD SPACING BRIDGING SPACING MAX. PARTITION HEIGHT 11'-4" 15'-3" 18'-3" 22'-5" 26'-6" 362S200-68 12"28'-6" 4'-0" 6'-0" 6'-0" 6'-0" 6'-0" 600S137-33 16"6'-0" 600S200-33 16" 600S250-54 16" 600S250-97 16" 600S250-97 12" 25'-2" 30'-0" 35'-0" 39'-11" 6'-0" 6'-0" 6'-0" 6'-0"42'-11" STUD SIZE 800S200-33 16"6'-0" 800S250-43 16" 800S250-68 16" 800S250-97 16" 800S250-97 12" STUD SPACING BRIDGING SPACING MAX. PARTITION HEIGHT 35'-7" 39'-2" 43'-8" 47'-4" 50'-10" 1000S162-43 16"41'-7" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 1000S250-43 16"6'-0" 1000S250-54 16" 1000S250-97 16" 44'-9" 47'-3" 54'-1" 6'-0" 6'-0" HEADER SCHEDULE (NON-LOAD BEARING) 6-STUD & 1-TRACK 14'-0" 16'-0" (6) #8 SCREWS EA END TOTAL (8) #8 SCREWS EA END TOTAL CONNECTION (2) 1000S162-43 w/ (3) 1000T125-43, 800T125-43, 600T125-54 OR 362T125-68 (2) 800S162-43 w/ (3) 1000T125-43, 800T125-43, 600T125-43 OR 362T125-54 (2) 600S162-33 w/ (2) 1000T125-43, 800T125-33, 600T125-43 OR 362T125-54 (4) #8 SCREWS EA END TOTAL 6-STUD & 1-TRACK METAL STUD WALL SIZE & SPACING SEE SECTIONS AND STUD SCHEDULE SEE HEADER SCHED. ATTACHED TRACK TO STUD WITH #8 (#7 @ 18 MIL. STUDS) SCREW AT EACH FLANGE 33 MIL. TYP. UP TO 10'-0" OPENING 43 MIL. UP TO 12'-0" OPN'G.54 MIL. UP TO 16'-0" OPN'G. OPENING SEE HEADER SCHED. #8 SCREWS SEE SCHED. METAL STUD WALL SIZE & SPACING SEE SECTIONS AND STUD SCHEDULETRACK SEE HEADER SCHED. ATTACH TRACK TO STUD AT EACH FLANGE W/ #8 SCREWS TOP TRACK ATTACH BACK TO BACK STUDS W/ #8 SCREWS @ 12" O.C. ATTACH TRACK TO STUD AT EACH FLANGE W/ #8 SCREWS CONC. SLAB CONT. TRACK W/ .180" POWER DRIVEN SHOT PINS AT 16" O.C. U.N.O. AT SECTIONS (ESR-1799) OR APPROVED EQUAL CONT. TRACK W/ .180" POWER DRIVEN SHOT PINS AT 16" O.C. U.N.O. AT SECTIONS (ESR-1799) OR APPROVED EQUAL (1) POWER DRIVEN SHOT PIN FOR EACH KING STUD, TYP. CONC. SLAB CLOSURE STUD REQ'D FOR OPENING JAMB #8 SCREWS @ 12" O.C. BUILT-UP HEADER SEE SCHEDULE OPENING #8 SCREWS @ 12" O.C. 1.UNLESS NOTED OTHERWISE ON THE PLANS, USE THE FOLLOWING COLD-FORMED STEEL FRAMING FOR INTERIOR NON-LOAD BEARING PARTITIONS. 2.ALL FRAMING SHALL CONFORM TO THE BUILDING CODE; REFER TO THE SHEETS AT THE BEGINNING OF THE SET FOR BUILDING CODE USED. IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO FOLLOW THE CURRENT CODES ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3.ALL FRAMING HAS BEEN DESIGNED PER THE AISI S100 AND AISI S211 FOR A LATERAL LOAD OF 5PSF WITH DEFLECTION LIMITS OF L/120 AND 2" MAXIMUM. 4.ALL MEMBERS SHALL BE ASTM A1003, 50KSI FOR MEMBERS 54MIL (16GAGE) AND THICKER, 33KSI FOR MEMBERS 43MIL (18GAGE) AND THINNER, ZINC COATED MEETING ASTM A525, G-60 OR EQUIVALENT. 5.ALL KING STUDS SHALL BE FULL HEIGHT AND SHALL MATCH THE TYPICAL STUD SIZE. 6.ALL TRACKS SHALL MATCH THE WALL STUD DEPTH, AND SHALL BE A MINIMUM OF 33MIL (20GAGE) THICK. STUDS SHALL BEAR 1" MINIMUM ON TOP AND BOTTOM TRACK FLANGES. DEFLECTION TRACKS SHALL BE SELECTED TO MEET THE STANDARD DEFLECTION LIMITS FOR THE FRAMING ABOVE: SPAN/240 FOR ROOF MEMBERS, AND SPAN/360 FOR FLOOR MEMBERS. EXAMPLE: a.FOR A DEFLECTION TRACK LOCATED UNDER OR ADJACENT TO A 60'-0" SPAN ROOF JOIST, THE DEFLECTION TRACK SHALL ALLOW FOR THE FOLLOWING: GAP = (60 FT X 12 INCHES/FT)/240 = 3 INCHES 7.WALLBOARD CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF 24'-0" HORIZONTAL AND 25'-0" VERTICAL. 1.ALL FRAMING SHALL CONFORM TO THE BUILDING CODE AND AISI S100. 2.WHERE CEILING SUPPORTED TOILET PARTITIONS OCCUR, USE 600S125-43 @ 16" O.C. UP TO 16'-0" MAXIMUM SPAN. 3.362S125-43 CEILING TIES (SEE SCHEDULE) WITH 1 - #8 SCREW AT EACH JOIST. 4.DESIGN LOAD: DEAD LOAD = 5 PSF, DEFLECTION LIMIT L/360 600 S 162 54 DE P T H LI P FL A N G E WI D T H C-STUD/ JOIST TRACK CHANNEL FURRING CHANNELS-SECTIONS T-SECTIONS U-SECTIONS F-SECTIONS STYLE: (EXAMPLE: STUD OR JOIST SECTION = S) THE FOUR ALPHA CHARATCERS UTLIZED BY THE DESIGNATOR SYSTEM ARE: S = STUD OF JOIST SECTIONS T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS MATERIAL THICKNESS: (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL = 1/1000 IN.) DESIGNATOR SYSTEM ARE: MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS. EXAMPLE: - MEMBER DEPTH: (EXAMPLE: 6" = 600 X 1/100 INCHES) ALL MEMBER DEPTHS ARE TAKEN IN 1/100 INCHES FOR ALL "T" SECTIONS MEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION. FLANGE WIDTH: (EXAMPLE: 1 5/8" = 1.625"=162 X 1/100 INCHES) ALL FLANGE WIDTHS ARE TAKEN IN 1/100 INCHES 5/8"5/8" 9 1/4" 1/ 2 " P1 FULL HT. 8" METAL STUD-1HR F.R. UL #419 DEFLECTION TRACK - RE: 3 & 4/A4.5 ALL PENETRATIONS AND JOINTS (PARTITION TO DECK AND PARTITION TO FLOOR) TO BE PROPERLY SEALED/CAULKED 5/8" TYPE "X" GYPSUM BOARD EACH SIDE 8" METAL STUDS. CONFIRM GAUGING AND SPACING WITH GENERAL CONTRACTOR BASE AS SCHEDULED, WAREHOUSE SIDE ONLY HOLD BTM. OF GYP. BD. 1/2" OFF FLOOR SCALE: 1 1/2" = 1'-0" FLOOR RUN GYP. BD TO DECK WHERE NO CEILING IS PRESENT - TYP SOUND BATTING ACOUSTICAL SEALANT WHERE CEILING IS PRESENT, RUN GYP. BD. TO DECK (1) SIDE ONLY AND PROVIDE MTL STRAPS TO HOLD INSULATION IN PLACE ON OPPOSITE SIDE OF GYP. BD. 8" 45° 6" METAL STUD DIAGONAL BRACE WHERE REQUIRED. SEE STRUCTURAL DRAWINGS. 12 GA. HANGER WIRE METAL STUD WALL WITH 5/8" THK. GYPSUM BOARD AT BOTH SIDES SUSPENDED ACOUSTIC CEILING TILE 2 A4.3.1 SCALE: 1 1/2" = 1'-0" PARTITIONS THAT BREAK THE GRID BRACING DETAIL FOR DEFLECTION TRACK AT JOIST - GIRDER3 A4.3.1 SCALE: 1 1/2" = 1'-0" METAL DECK - SEE STRUCTURAL STOP DRYWALL 1/2" FROM DECK & CAULK 5/8" DRYWALL ON 1-5/8" METAL STUDS @ 16" C/C - USE TYPE "X" GYP. BD. AT RATED WALLS STEEL JOIST - SEE STRUCT. DEFLECTION TRACK - ANCHOR TO JOIST PER PARTITION TYPE COMPRESSIBLE FILLER TRACK RUNNER SET INSIDE OF DEFLECTION TRACK METAL STUD - SEE PARTITION TYPES FILL GAPS W/ MINERAL WOOL AT RATED PARTITIONS NOTES: 1.USE FIRE RATED CAULK AS REQUIRED PER U.L. #, FOR RATED PARTITIONS 2.WHEN PERPENDICULAR TO JOIST, ALIGN WITH BOTTOM CHORD OF JOIST 3.WHEN WALLS DO NOT HIT JOIST, PROVIDE DEFLECTION TRACK AT UNDERSIDE OF DECK * TEAR AWAY BEAD (EACH SIDE) OVERLAP TOP DRYWALL JOIST ENCASEMENT OVER FACE OF DEMISING WALL. DO NOT ATTACH TO DEFLECTION TRACK VARIES REFER TO PARTITION TYPE FLOOR / ROOF ASSEMBLY AS APPLICABLE * : 1.5x SIZE OF DEFLECTION TRACK LEG LENGTH. SEE STRUCTURAL. COORDINATE DEFLECTION TRACK WITH ANTICIPATED MOVEMENT OF STRUCTURE 1/4" BEAD OF AC. SEALANT AT PARTITION TYPES W/ SOUND ATTENUATING BLANKET. FLOOR ANCHORAGE OF PARTITION1 BASE VARIES - REF. SCHEDULE MTL. RUNNER TRACK W/ POWER DRIVEN FASTENERS @ 24" 0.C. NO. OF LAYERS OF GYP. BOARD AS INDICATED BY PART. TYPE. ENCLOSE TOP, BOTTOM, BACK AND SIDES OF ALL MECHANICAL AND ELECTRICAL DEVICES W/ AC. SEALANT AT PARTITION TYPES W/ SOUND ATTENUATING BLANKETS. "V" GROOVE DRYWALL CONTROL JOINT 25'-0" O.C. MAX. BOTH SIDES 5/8" 1/2" MAX. 2 CONTROL JOINT WHI-495-PSV-0824 1 A4.3.1 SCALE: 1 1/2" = 1'-0" PARTITION DETAILS CEILING GRID STOPS AT PARTITION SEISMIC BRACING SYSTEM FOR PARTITIONS IS TO BE INDEPENDENT OF BRACING SYSTEM FOR CEILINGS SCHEDULED PARTITION SCHEDULED CEILING SEE REFLECTED CEILING PLAN METAL STUD BRACING SECURELY ATTACH TO STRUCTURE ABOVE AND TOP TRACK BELOW 5 A4.3.1 SCALE: 3" = 1'-0" THAT BREAK THE GRID BRACING DETAIL FOR PARTITIONS EXISTING MTL DECK EXISTING ROOF INSULATION EXISTING ROOF MEMBRANE CUT GYP. BD TO MATCH PROFILE OF DECKING AND CAULK DEFLECTION TRACK FIRE RETARDANT SHIM (TYPE X GYP BD PREFERRED) 4 A4.3.1 SCALE : 3"=1'-0" DEFLECTION TRACK DETAIL AT METAL DECK SEE PLAN FOR PARTITION TYPE * REQ'D GAP SHALL ALLOW FOR ANTICIPATED MOVEMENT OF EXISTING STRUCTURE. SEE NOTE #6 (INTERIOR PARTITION NOTES ON A4.5). * INSTALL BRIDGING NEAR TOP OF STUD TOP OF STUDS 2" * BOTTOM OF MTL DECK FASTEN 5/8" TYPE X GYP BD AND F.R. SHIM TO DEFLECTION TRACK 6" * + 1 " M I N A4.5 PARTITION DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 NORTH ELEVATION1 A5.1 SCALE: 1" = 30'-0" QLMNPAKJHGFEDCB 154326 1 5432 6 Q AKJHGFEDCBLMNP EAST ELEVATION2 A5.1 SCALE: 1" = 30'-0" SOUTH ELEVATION3 A5.1 SCALE: 1" = 30'-0" WEST ELEVATION4 A5.1 SCALE: 1" = 30'-0" SCHEDULED MAN DOOR AND FRAME. SEE FLOOR PLANS AND DOOR SCHEDULE FOR FURTHER INFO. OVERHEAD DOCK DOOR. SEE SECTIONS & DOOR SCHEDULE FOR MORE INFORMATION OVERHEAD DRIVE-IN DOOR. SEE FLOOR PLANS AND DOOR SCHEDULE FOR MORE INFORMATION DASHED LINE INDICATES ROOF BEYOND. PAINTED CONCRETE WALL PANEL (PAINTED) TYP. PRE-FINISHED SHEET METAL COPING. 3/4" DEEP HORIZONTAL REVEAL (PAINTED). SEE DETAIL 4/A2.5 3/4" DEEP VERTICAL REVEAL (PAINTED). ALIGN CHAMFER AT WINDOW JAMB WITH CHAMFER AT REVEAL WHERE APPLICABLE. SEE DETAIL 5/A2.5 PREFABRICATED CANOPY. DOCK STAIR W/ HANDRAILS AND GUARD RAILS (ALL EXPOSED STEEL TO BE GALVANIZED), SEE SHEET A8.1 FOR MORE INFORMATION. KNOCKOUT PANEL FOR FUTURE DOCK LEVELER. SEE SECTIONS FOR INFORMATION ON KO BELOW FINISHED FLOOR. INSTALL V-GROOVE AROUND PERIMETER OF KNOCKOUT. INSULATED GLAZING IN PRE-FINISHED STOREFRONT FRAME. SEE WINDOW TYPES FOR MORE INFORMATION. PRE-FINISHED METAL LOUVER - R.O. TO BE 81" W X 81" T @ 18'-2 1/2" A.F.F. TO B.O. LOUVER OPENING. KNOCKOUT PANEL FOR FUTURE LOUVER - 81" W X 81" T @ 18'-2 1/2" A.F.F. TO B.O. FUTURE LOUVER OPENING. CLERESTORY WINDOW OVERFLOW SCUPPER - SEE DETAIL 6/A3.1 AND 7/A3.1 INTERIOR ROOF DRAIN DAYLIGHT LOCATION SCREEN WALL BEYOND, SEE SITE PLAN AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION EXTERIOR ADDRESS SIGNAGE 1 2 ELEVATION KEYED NOTES 3 4 5 6 7 8 9 10 11 12 13 NOTE: NOT ALL KEYED NOTES PERTAIN TO THIS SHEET. 14 15 16 17 18 19 T.O. CONCRETE B.O. WD. BLOCKING EL. 139'-0" FIN. FLOOR EL. 100'-0" DOCK APRON EL. 96'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 140'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 139'-0" FIN. FLOOR EL. 100'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 139'-0" FIN. FLOOR EL. 100'-0" DOCK APRON EL. 96'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 139'-0" FIN. FLOOR EL. 100'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 141'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 142'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 143'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 146'-0" FIN. FLOOR EL. 100'-0" T.O. CORNICE EL. 146'-6" T.O. CONCRETE B.O. WD. BLOCKING EL. 140'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 141'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 142'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 143'-0" T.O. CORNICE EL. 146'-6" T.O. CONCRETE B.O. WD. BLOCKING EL. 146'-0" FIN. FLOOR EL. 100'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 146'-0" FIN. FLOOR EL. 100'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 146'-0" FIN. FLOOR EL. 100'-0" T.O. CORNICE EL. 146'-6" T.O. CORNICE EL. 146'-6" T.O. CORNICE EL. 146'-6" T.O. CONCRETE B.O. WD. BLOCKING EL. 144'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 144'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 146'-0" 1 1 1 1 1 1 1 1 1 1 1 1 1 1332 11 2 11 2 11 2 11 2 11 2 11 1 10 1 10 1 10 1 10 4 4 5 TYP. 5 TYP. 5 TYP. 5 TYP. 6 TYP. 6 TYP. 6 TYP. 6 TYP. 12 12 TYP. TYP. 12 TYP. 7 TYP. 7 TYP. 7 TYP. 1314141414 14 14 14 14 141515151515151515151515 1 10 TYP.TYP.TYP.TYP.TYP.TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 8 TYP. 4 A6.1 1 A6.1 3 A6.1 2 A6.1 4 A6.1 1 A6.1 3 A6.1 2 A6.1 1 A6.2 2 A6.2 3 A6.2 4 A6.2 1 A6.3 2 A6.3 4 A6.1 16161616161616 17 17 17 17 17 17 18 18 12 TYP. T.O. CONCRETE B.O. WD. BLOCKING EL. 110'-0" T.O. CONCRETE B.O. WD. BLOCKING EL. 110'-0" 5'-0" 7' - 0 " 5'-0" 7' - 0 " 18 18 A A B B B B BB CC BB CC C E D E D FFFFFFFFFFFF G G G G G G G G G G 18 193642 2'-0"2'-0"2'-0"2'-0"2'-0" A5.1 EXTERIOR ELEVATIONS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 NORTH ELEVATION1 A5.1 SCALE: 1" = 30'-0" QLMNPAKJHGFEDCB 154326 1 5432 6 Q AKJHGFEDCBLMNP EAST ELEVATION2 A5.1 SCALE: 1" = 30'-0" SOUTH ELEVATION3 A5.1 SCALE: 1" = 30'-0" WEST ELEVATION4 A5.1 SCALE: 1" = 30'-0" ELEVATION COLOR LEGEND ALL MANUFACTURERS LISTED BELOW ARE A BASIS OF DESIGN. ALTERNATE MANUFACTURER AND COLORS WILL BE ACCEPTED IF APPROVED BY OWNER AND ARCHITECT. PAINTED CONC. PANEL (PAINT "A") - SHERWIN WILLIAMS SW 7063 - NEBULOUS WHITE PAINTED CONC. PANEL (PAINT "B") - SHERWIN WILLIAMS SW 7668 - MARCH WIND PAINTED CONC. PANEL (PAINT "C") - SHERWIN WILLIAMS SW 7067 - CITYSCAPE A B C A B B C B B C B B B B B B BBBBBBBBBBBB B B B B C C B B B B C AAAAAAAAA B B C B B C CCCCCC C C C C C C CCC AAAAAAAAAA A A A A A A A A A A B B B B A A A A A A A A A A B B B B C C C BBB C C C B C B B BB B B B B B B BB CC AA A A A A A A A A A A A A A A A A C C CC CC C A C C B BB BBBBBB B B B C C A AAAAAAAA AAAAAAAAA C C C CCCC A C CC C B CC C C C C CCCC B B B B B B B BBBB B A5.2 EXTERIOR COLOR ELEVATIONS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 CL CL CL CL T/ PANEL B/ WD BLOCKING SEE ELEVATIONS PREFINISHED METAL COPING CAP, TYP. 5 A3.1 FINISH FLOOR EL. = 100'-0" FINISH FLOOR EL. = 100'-0" FINISH FLOOR EL. = 100'-0" FINISH FLOOR EL. = 100'-0" 3' - 1 5 / 8 " CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 1/2" COMPRESSIBLE FILLER AT CONCRETE EDGE EXTERIOR GRADE, RE: CIVIIL DWGS. CONCRETE PIER - SEE STRUCTURAL DRAWINGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 ℄ REVEAL PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS SCHEDULED MAN DOOR AND FRAME, SEE DOOR SCHEDULE EXTERIOR PAVEMENT, RE: CIVIIL DWGS. WALL SECTION1 A6.1 SCALE: 3/8" = 1'-0" WALL SECTION2 A6.1 SCALE: 3/8" = 1'-0" WALL SECTION3 A6.1 SCALE: 3/8" = 1'-0" WALL SECTION4 A6.1 SCALE: 3/8" = 1'-0" 5' - 1 1 / 4 " 5' - 8 3 / 4 " 5' - 0 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 6" 4' - 0 " 4' - 8 " VA R I E S - S E E E L E V S SE E E L E V A T I O N S MEMBRANE ROOF SYSTEM, SEE ROOF PLAN PREFINISHED METAL COPING CAP, TYP. 5 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN 3' - 1 5 / 8 " ℄ REVEAL 5' - 1 1 / 4 " SE E E L E V A T I O N S ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL 5' - 8 3 / 4 " 5' - 0 " 6' - 6 " 4' - 0 " 4' - 8 " VA R I E S - S E E E L E V S ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS 1/2" COMPRESSIBLE FILLER AT CONCRETE EDGE CONCRETE PIER - SEE STRUCTURAL DRAWINGS CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS CONCRETE PIER - SEE STRUCTURAL DRAWINGS 7' - 2 " R . O . ℄ REVEAL 1' - 0 7 / 8 " 5' - 8 3 / 4 " 5' - 0 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 6" 4' - 0 " ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL 4' - 8 " PREFINISHED METAL COPING CAP, TYP. 5 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN VA R I E S - S E E E L E V S SE E E L E V A T I O N S CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS CONCRETE PIER - SEE STRUCTURAL DRAWINGS 14 ' - 0 " R . O . ℄ REVEAL 2' - 7 5 / 8 " 2' - 0 " 9' - 6 " R . O . CORNICE, SEE 11/A3.1 FOR ADDITIONAL INFORMATION 11 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN VA R I E S - S E E E L E V S 8" 8" 8" 8" 8" 8" 8" 8" 8" VA R I E S - S E E E L E V S ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 SCHEDULED GLAZING. SEE WINDOW TYPES SCHEDULED GLAZING. SEE WINDOW TYPES 1 A4.4 1 A7.1 7 A4.4 T/ PANEL B/ WD BLOCKING SEE ELEVATIONS T/ PANEL B/ WD BLOCKING SEE ELEVATIONS T/ PANEL B/ WD BLOCKING SEE ELEVATIONS PREFABRICATED CANOPY C B 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 PREFABRICATED CANOPY 2'-6" 2' - 0 " ℄ REVEAL ℄ REVEAL SE E E L E V A T I O N S A6.1 WALL SECTIONS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 CL CL CL CL WALL SECTION1 A6.2 SCALE: 3/8" = 1'-0" WALL SECTION2 A6.2 SCALE: 3/8" = 1'-0" WALL SECTION3 A6.2 SCALE: 3/8" = 1'-0" WALL SECTION4 A6.2 SCALE: 3/8" = 1'-0" FINISH FLOOR EL. = 100'-0" CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS CONCRETE PIER - SEE STRUCTURAL DRAWINGS 14 ' - 0 " R . O . 2' - 0 " SCHEDULED GLAZING. SEE WINDOW TYPES 1 A4.4 7 A4.4 8" 8" 8" 8" 8" 8" 8" ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL8" 6" 6' - 8 " 2' - 0 " VA R I E S - S E E E L E V S CORNICE, SEE 11/A3.1 FOR ADDITIONAL INFORMATION 11 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN 3' - 0 3 / 8 " R . O . SCHEDULED GLAZING. SEE WINDOW TYPES SE E E L E V A T I O N S T/ PANEL B/ WD BLOCKING SEE ELEVATIONS VA R I E S - S E E E L E V S PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL E D FINISH FLOOR EL. = 100'-0" EXTERIOR PAVEMENT, RE: CIVIIL DWGS. 2' - 1 1 5 / 8 " 5' - 6 3 / 4 " R . O . CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS 1/2" COMPRESSIBLE FILLER AT CONCRETE EDGE CONCRETE PIER - SEE STRUCTURAL DRAWINGS F 35 ' - 5 5 / 8 " 5' - 5 1 / 4 " ℄ REVEAL 5' - 0 3 / 8 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 6" 6' - 8 " 2' - 0 " VA R I E S - S E E E L E V S SE E E L E V A T I O N S ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL PREFINISHED METAL COPING CAP, TYP. 5 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN T/ PANEL B/ WD BLOCKING SEE ELEVATIONS SCHEDULED GLAZING. SEE WINDOW TYPES PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 CORNICE, SEE 11/A3.1 FOR ADDITIONAL INFORMATION 11 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN T/ PANEL B/ WD BLOCKING SEE ELEVATIONS CORNICE, SEE 11/A3.1 FOR ADDITIONAL INFORMATION 11 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN T/ PANEL B/ WD BLOCKING SEE ELEVATIONS FINISH FLOOR EL. = 100'-0" EXTERIOR PAVEMENT, RE: CIVIIL DWGS. CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS 1/2" COMPRESSIBLE FILLER AT CONCRETE EDGE CONCRETE PIER - SEE STRUCTURAL DRAWINGS FINISH FLOOR EL. = 100'-0" EXTERIOR PAVEMENT, RE: CIVIIL DWGS. CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS 1/2" COMPRESSIBLE FILLER AT CONCRETE EDGE CONCRETE PIER - SEE STRUCTURAL DRAWINGS 3' - 0 " ℄ REVEAL 5' - 6 " 6' - 8 " 2' - 0 " VA R I E S - S E E E L E V S 17 ' - 8 " K . O . SE E E L E V A T I O N S SE E E L E V A T I O N S ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL 3' - 0 " ℄ REVEAL 5' - 6 " 12 ' - 0 " K . O . SE E E L E V A T I O N S 2' - 0 " 11 ' - 6 " K . O . 3' - 6 " 5' - 0 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 6" 6' - 8 " 2' - 0 " VA R I E S - S E E E L E V S VA R I E S - S E E E L E V S ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ V-GROOVE PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 3/4" DEEP V-GROOVE RE: 3/A2.6 2 A4.4 1 A4.4 7 5 / 8 " 5' - 5 5 / 8 " 3' - 8 3 / 8 " 1' - 4 " 8" 8" 8" 8" 8" 8" 8" 8" 8" 6"℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ V-GROOVE ℄ REVEAL ℄ V-GROOVE 3/4" DEEP V-GROOVE RE: 3/A2.6 ℄ V-GROOVE℄ V-GROOVE A6.2 WALL SECTIONS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 CL CL WALL SECTION1 A6.3 SCALE: 3/8" = 1'-0" WALL SECTION2 A6.3 SCALE: 3/8" = 1'-0" FINISH FLOOR EL. = 100'-0" EXT. DOCK HT. EL. = 96'-0" (SEE CIVIL) DOCK PAVEMENT, RE: CIVIIL DWGS. CONCRETE PIER - SEE STRUCTURAL DRAWINGS FINISH FLOOR EL. = 100'-0" EXT. DOCK HT. EL. = 96'-0" (SEE CIVIL) DOCK PAVEMENT, RE: CIVIIL DWGS. CONCRETE PIER - SEE STRUCTURAL DRAWINGS PREFINISHED METAL COPING CAP, TYP. 5 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN T/ PANEL B/ WD BLOCKING SEE ELEVATIONS PREFINISHED METAL COPING CAP, TYP. 5 A3.1 MEMBRANE ROOF SYSTEM, SEE ROOF PLAN T/ PANEL B/ WD BLOCKING SEE ELEVATIONS 4' - 8 " ℄ REVEAL ℄ REVEAL 2' - 0 " ℄ REVEAL ℄ REVEAL SE E E L E V A T I O N S SCHEDULED MAN DOOR AND FRAME, SEE DOOR SCHEDULE 7' - 2 " R . O . 4' - 0 " 4' - 0 " 6' - 7 1 / 8 " 5' - 0 " 5' - 5 5 / 8 " 1' - 4 " SE E E L E V A T I O N S ℄ REVEAL ℄ REVEAL ℄ REVEAL ℄ REVEAL CONCRETE SLAB RE: STRUCTURAL DRAWINGS. SEE FLOOR PLAN FOR VAPOR BARRIER LOCATIONS VA R I E S - S E E E L E V S PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 VA R I E S - S E E E L E V S 1' - 8 " 5' - 0 3 / 8 " R . O . 6' - 6 " 5' - 0 " 3' - 1 1 5 / 8 " 10 ' - 0 " R . O . 4' - 0 " 15 ' - 5 5 / 8 " SE E E L E V A T I O N S SE E E L E V A T I O N S G GALVANIZED DOCK STAIR AND RAILING, SEE SHEET A8.1 FOR MORE INFORMATION SCHEDULED GLAZING. SEE WINDOW TYPES PAINTED CONCRETE TILT WALL PANEL, RE: STRUCTURAL DWGS 3/4" DEEP RECESS WITH CHAMFERED EDGES, TYP. RE: 4/A2.6 ℄ REVEAL ℄ REVEAL FUTURE DOCK PIT, DOCK LEVELER AND BUMPERS TO BE PROVIDED AT A LATER DATE - SHOWN DASHED KNOCK OUT PANEL BELOW FINISH FLOOR FOR FUTURE DOCK PIT AND LEVELER INSTALLATION 2' - 2 " ℄ V-GROOVE OVERHEAD DOCK DOOR, SEE DOOR SCHEDULE EDGE ANGLE A6.3 WALL SECTIONS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A7.1 SCALE: 1 1/2" = 1'-0" PRE-FABRICATED CANOPY/ STOREFRONT HEAD DETAIL SEALANT 2 A7.1 SCALE: 1 1/2" = 1'-0" CANOPY/CONC PANEL SECTION PREFABRICATED CANOPY WITH SCUPPERS AT EDGE VAPOR BARRIER TO TERMINATE UNDER STOREFRONT WINDOW SILL ATTACHMENT PER CANOPY PROVIDER B.O. CANOPY EL. 114'-0" 2' - 0 " CANOPY PARAPET BEYOND SEALANT EACH SIDE STOREFRONT WINDOW SYSTEM LINE OF RECESSED CAN LIGHT BEYOND, RE: ELECTRICAL DRAWINGS STOREFRONT WINDOW SYSTEM 2' - 0 " COUNTERFLASHING SUB-SILL FLASHING. TURN UP 1/2" PAST BACK OF WINDOW FRAME. PROVIDE ENDDAMS SEALANT. DO NOT BLOCK WEEPS PREFABRICATED CANOPY WITH SCUPPERS AT EDGE SEALANT 8 1/2" FLASHING 5'-0" 2'-6" 2' - 6 " PREFABRICATED METAL PANEL TO MATCH CANOPY PANELS 3/4" BACKER ROD AND JOINT SEALANT EXTERIOR GRADE STRUCTURAL STUDS PER STRUCTURAL 3 A7.1 SCALE: 1 1/2" = 1'-0" CANOPY/CONC PANEL SECTION EQ EQ CANOPY DECKING (SHOWN DASHED) TO RUN OVER VERTICAL PARTITION CANOPY DECKING TO EXTEND OVER VERTICAL PARTITION EXTERIOR CONCRETE WALL 4 A7.1 SCALE: 1 1/2" = 1'-0" PRE-FABRICATED CANOPY/ STOREFRONT HEAD DETAIL PREFABRICATED CANOPY WITH SCUPPERS AT EDGE VAPOR BARRIER TO TERMINATE UNDER STOREFRONT WINDOW SILL ATTACHMENT PER CANOPY PROVIDER B.O. CANOPY EL. 114'-0" 2' - 0 " CANOPY PARAPET BEYOND SEALANT EACH SIDE STOREFRONT WINDOW SYSTEM STOREFRONT WINDOW SYSTEM SUB-SILL FLASHING. TURN UP 1/2" PAST BACK OF WINDOW FRAME. PROVIDE ENDDAMS SEALANT. DO NOT BLOCK WEEPS8 1/2" FLASHING 2'-6" EXTERIOR CONCRETE WALL A7.1 CANOPY DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 1/2" DIA. STL TUBE RAIL (GALV.) OPEN GALVANIZED STEEL GRATE PLATFORM, ADA COMPLIANT OPEN GRATE STEEL TREADS & STEEL CLOSURE PLATES (GALV.) HORIZONTAL OPENINGS BETWEEN RAILS NOT TO EXCEED 21" STEEL CHANNEL ANCHOR TO BLDG, RE: STRUCTURAL DRAWINGS WELD RAIL TO STRINGER STEEL CHANNEL STRINGER RE: STRUCTURAL ANCHOR STRINGER TO CONCRETE PAVEMENT 7 R I S E R S @ 6 7 / 8 " E A . = 4 ' - 0 " + / - FI E L D V E R I F Y ! 6 TREADS @ 11" EA. = 5'-6" 3' - 6 " 1'-0" 5'-0"11" 5' - 0 " 11 " 5'-0" CLR. B/W STRINGERS 4'-6" 1' - 0 " (6 ) T R E A D S @ 1 1 " E A . = 5 ' - 6 " FI E L D V E R I F Y ! 1 A8.1 SCALE: 1/2"=1'-0" ENLARGED DOCK STAIR PLAN (TYPICAL) 2 A8.1 SCALE: 1/2"=1'-0" DOCK STAIR SECTION EQ . EQ . 100'-0" T.O. LANDING 96' +/- T.O. PAVEMENT 8" CONCRETE FILLED STEEL PIPE BOLLARD SEE DETAIL 2/A2.6 12 ' - 0 " CL 4" MAX OPENING LONG DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL 12" MAX OPENING GALVANIZED STEEL CHANNEL STRINGER, RE: STRUCTURAL DRAWINGS GALVANIZED METAL GRATE TREADS AND LANDING W/ CLOSED RISERS GALVANIZED 1 12" STEEL RAILING 6"6" OPEN GALVANIZED STEEL GRATING TO BE ADA COMPLIANT 1.ALL STEEL WALKING SURFACES TO BE SLIP-RESISTANT HOT-DIPPED GALVANIZED STEEL OPEN GRATE. OPEN GRATE TO HAVE LARGEST OPENING DIMENSION IN DIRECTION OF TRAVEL NOT TO EXCEED 1/2". ALL OPEN METAL GRATING SHALL BE ADA COMPLIANT. 2.FINAL CIVIL GRADES MUST BE VERIFIED IN FIELD PRIOR TO FABRICATION. IF STAIR DIMENSIONS ARE MODIFIED, RISER HEIGHT MUST NOT EXCEED 7". 3.ALL EXTERIOR STAIR MEASUREMENTS SHOULD BE FIELD VERIFIED PRIOR TO FABRICATION. 4.GRIND ALL WELDS SMOOTH. TOUCH UP ALL WELDS, SCRATCHES, ETC., WITH GALVANIC PAINT. 5.PROVIDE STEEL CLOSURE PLATES AT ALL METAL STAIR RISERS. 6.RETURN ALL HANDRAIL EXTENSIONS TO NEAREST WALL OR GUARDRAIL. 3 A8.1 4 A8.1 2 A8.1 4 A8.1 3 A8.1 3' - 0 " 36" WIDE DOOR TYP. 1'-6" TYP 4" MAX OPENING LONG DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL 12" MAX OPENING GALVANIZED STEEL CHANNEL STRINGER, RE: STRUCTURAL DRAWINGS GALVANIZED METAL GRATE TREADS AND LANDING W/ CLOSED RISERS GALVANIZED 1 12" STEEL RAILING 3 A8.1 4 A8.1 5' - 0 " 11 " 5'-0" CLR. B/W STRINGERS 4'-6" (6 ) T R E A D S @ 1 1 " E A . = 5 ' - 6 " FI E L D V E R I F Y ! 5 A8.1 SCALE: 1/2"=1'-0" ENLARGED DOCK STAIR PLAN @ ELEC./PUMP ROOM 8" CONCRETE FILLED STEEL PIPE BOLLARD SEE DETAIL 2/A2.6 12 ' - 0 " CL 6"6" 2 A8.1 1' - 0 " OPEN GALVANIZED STEEL GRATING TO BE ADA COMPLIANT 4'-4"4"3'-6"3'-4"6" OPENINGS BETWEEN RAILS NOT TO EXCEED 21" (21" SPHERE SHALL NOT PASS THROUGH OPENING)3' - 6 " 3' - 0 " OPENINGS BETWEEN RAILS NOT TO EXCEED 21" (21" SPHERE SHALL NOT PASS THROUGH OPENING) 3' - 6 " 3" OPEN GRATE STEEL PLATFORM (GALV) STEEL CHANNEL SEE STRUCTURAL DWGS 1 1/2" DIA. PIPE GUARDRAIL, TYP 1 1/2" DIA. PIPE GUARDRAIL, TYP STEEL CHANNEL SEE STRUCTURAL DWGS 1 1/2" DIA. PIPE HANDRAIL, TYP OPEN GRATE STEEL PLATFORM (GALV) STEEL VERTICAL SUPPORT POST 5'-0" O.C. MAX STEEL VERTICAL SUPPORT POST 5'-0" O.C. MAX 3 A8.1 SCALE : 1 1/2"=1'-0" METAL DOCK LANDING GUARDRAIL 4 A8.1 SCALE : 1 1/2"=1'-0" METAL DOCK STAIRS GUARDRAIL & HANDRAIL 1 1/2" MIN A8.1 DOCK STAIR DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024 1 A8.2 1/2"=1'-0" ROOF LADDER SECTION 2 A8.2 1/2"=1'-0" ROOF LADDER ELEVATION 1 A8.2 4 A8.2 4 A8.2 1' - 0 " C3X5 STEEL CHANNEL STRINGERS, 24" CLEAR BETWEEN STRINGERS, FABRICATOR TO VERIFY VERTICAL SPAN OF STRINGERS 3"x3"x1/4" STL. ANGLE - VERIFY W/ MFR. HATCH LID W/ HASP & PADLOCK INSIDE PRE MANUFACTURED, LOCKABLE ROOF HATCH: BILCO TYPE S OR EQUAL; SEE ROOF PLAN FOR SIZE SCHEDULED ROOF SYSTEM RE: ROOF PLAN METAL DECK SEE STRUCT. DWGS SEE STRUCT. DWGS B/ METAL DECK 42" HIGH PREFINISHED METAL GUARDRAIL- 3-SIDES SLIP-RESISTANT STEEL PLATFORM 1' - 0 " 1' - 0 " TY P . 1 1/8"D. SLIP-RESISTANT STEEL RUNGS (TYPICAL) SEE STRUCT. DWGS B/ METAL DECK 1' - 0 " TY P . 3 A8.2 7"12" RAD. ROOF HATCH AND ROOF CONSTRUCTION SHOWN DASHED 1 1/8"D. SLIP-RESISTANT STEEL RUNGS (TYPICAL) STEEL CHANNEL LADDER STRINGER CL CL 2'-0" COPE LEGS OF ANGLE AT ROOF FRAMING OPENING, BOTH SIDES, AND GRIND SMOOTH 3' - 6 " 3' - 6 " 4" T O E B O A R D 4' - 0 " 1' - 0 " 1' - 0 " TY P . 1'-8" CL CL CL CL 3'-0"1'-8"CLCL 4' - 0 " 4" ROOF LADDER NOTES: -LADDER SHALL BE FREE STANDING AND SUPPORTED ONLY FROM THE FLOOR AND ROOF FRAMING - LADDER SHALL BE CAPABLE OF BEARING LOADS PER LATEST BUILDING CODE AND OSHA STANDARDS FOR LADDER CONSTRUCTION - LADDER MANUFACTURER SHALL PROVIDE SHOP DRAWINGS NOTING ALL WELD INFORMATION AND ALL INFORMATION REGARDING CONNECTION TO BUILDING ELEMENTS - PROVIDE OSHA APPROVED VI-GO LADDER CLIMBING SAFETY SYSTEM ON EACH OF THE LADDERS PROVIDED. 2'-0" PLATFORM DECK EL. 118'-0" 1 1/8"D. SLIP-RESISTANT STEEL RUNGS (TYPICAL) STEEL CHANNEL LADDER STRINGER SLIP-RESISTANT STEEL PLATFORM 42" HIGH PREFINISHED METAL GUARDRAIL- 3-SIDES VERTICAL STEEL SUPPORT BY FABRICATOR. VERTICAL STEEL SUPPORT BY FABRICATOR AS REQUIRED OSHA APPROVED VI-GO LADDER CLIMBING SAFETY CABLE (TYPICAL) VI-GO SYSTEM CABLE GUIDE VI-GO SYSTEM BOTTOM BRACKET SECURED TO STEEL RUNGS VI-GO SYSTEM TOP BRACKET SECURED TO STEEL RUNGS VI-GO SYSTEM TOP BRACKET SECURED TO STEEL RUNGS VI-GO SYSTEM CABLE GUIDE VI-GO SYSTEM BOTTOM BRACKET SECURED TO STEEL RUNGS VI-GO SYSTEM TOP BRACKET SECURED TO STEEL RUNGS VI-GO SYSTEM BOTTOM BRACKET SECURED TO STEEL RUNGS VI-GO SYSTEM TOP BRACKET SECURED TO STEEL RUNGS METAL STUD/GYPSUM PARTITION TO DECK - SEE PARTITION TYPES STEEL JOIST, RE: STRUCTURAL 2 A8.2 TYP. ROOF HATCH4 A8.2 SCALE: 1" = 1'-0" PRESSURE TREATED WD. NAILERS IN FLUTES, TYP. ALL SIDES COORDINATE STRUCT. FRAMING OF SCUTTLE OPENING WITH STRUCTURAL DWGS. EXPANSION ANCHORED LADDER TO FLOOR PTD. ROOF SCUTTLE (2'-6" x 3'-0") 7" 1' - 1 1 / 4 " FLASHING PER ROOF MFG. STANDARD 70°ARM GUIDE RED VINYL GRIP COVER LINER SLAM LATCH PREMANUFACTURED LADDER SEE PLAN FOR WALL TYPE SLOTTED CONNECTION AT LADDER FRAME W/ CAP FLASHING (CORNERS FULL WELDED) LOCK STRIKE & PADLOCK HASP INSULATED CURB TYP. HOLD OPEN ARM W/ NYLON ROLLER GASKET (ALL AROUND COVER) RAILING BY ROOF HATCH MANUFACTURER NOTE: PROVIDE SAFETY CHAIN WHICH SPANS BETWEEN GUARDRAIL OPENING. 3 A8.2 1"=1'-0" LADDER PLATFORM PLAN VIEW 2 A8.2 3'-0"3'-0" SLIP-RESISTANT STEEL PLATFORM 2'-0"2'-0" 1'-6"3'-0"1'-6"2"2" 1'-0" 3' - 0 " 7" CL CL CL STEEL CHANNEL STRINGERS, TYP. OPEN TO FLOOR BELOW STEEL CHANNEL PLATFORM FRAMING 2" DIA. PIPE RAILING, THREE SIDES, PAINTED YELLOW 6'-0" STEEL CHANNEL FRAMING BELOW A8.2 ROOF LADDER DETAILS SHEET NUMBER JOB NO : GA1054 PA : MWY DATE : 05.16.2023 REVISIONS AR C H I T E C T CI V I L : CO N T R A C T O R CO N S U L T I N G E N G I N E E R S ST R U C T U R A L : EL E C T R I C A L : PL U M B I N G : ME C H A N I C A L : 79 3 0 C L A Y T O N R D . S T E 3 0 0 RI C H M O N D , H E I G H T S 6 3 1 1 7 (P ) 3 1 4 - 8 2 2 - 5 1 9 1 WW W . G M A - A R C H I T E C T S . C O M THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA ARCHITECTS, INC. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC. HA L F F A S S O C I A T E S , I N C . 12 0 1 N O R T H B O W S E R R O A D RI C H A R D S O N , T X 7 5 0 8 1 21 4 . 3 4 6 . 6 2 0 0 RI C H A R D A D A M S E N G I N E E R S 55 0 7 E B U S C H B L V D TA M P A , F L 3 3 6 1 7 81 3 . 9 8 5 . 4 6 0 0 VE N T U R E M E C H A N I C A L I N C . 16 4 4 W C R O S B Y R O A D CA R R O L L T O N , T X 7 5 0 0 6 97 2 . 8 7 1 . 1 3 0 0 HU R S T E L E C T R I C C O . 22 9 W . H U R S T B L V D . HU R S T , T X 7 6 0 5 3 81 7 . 2 6 8 . 3 0 0 0 PR O J E C T AR C O / M U R R A Y D E S I G N B U I L D 49 2 5 G R E E N V I L L E A V E # 9 1 5 DA L L A S , T X 7 5 2 0 6 21 4 . 3 7 7 . 6 6 8 1 PR O J E C T S W A N S O N 36 4 2 E U L E S S - G R A P E V I N E R O A D GR A P E V I N E , T X AO S E N G I N E E R I N G 50 2 0 T E N N Y S O N P A R K W A Y PL A N O , T X 7 5 0 2 4 21 4 . 4 3 2 . 3 0 3 0 FOR RECORD SET 12.18.2024