Loading...
17218 Tejas Way- Royal Manufacturing Phase IIISCHERTZ INDUSTRIAL BUILDING 1 APPROXIMATELY 196,560 S.F. FFE = 805.00' D DESIGN DRAWN DATE SHEET NO. 17 2 1 8 T E J A S W A Y C I T Y O F S C H E R T Z RO Y A L M A N U F A C T U R I N G P H A S E I I I LO T 1 , B L O C K 3 Ph o n e               1  0 o S D F ( [ S \  6 X L W e    To l l F r e e            $X V W L n  T ;      TB P E F I R M R E G I S T R A T I O N N O . F - 1 1 7 5 6 TB P L S F I R M R E G I S T R A T I O N N O . L S - 1 0 0 7 4 3 0 1 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . SC H E R T Z 3 5 B U I L D I N G 1 10 OF 21 10 OV E R A L L S I T E P L A N VICINITY MAP COUNTY MAPSCO PROJECT LOCATION COMAL BENCH MARK LIST 02/08/2024 9:28:03 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development FIN. FLOOR 100' -0" ABCDEF 60' - 0" 52' - 6" 52' - 6" 52' - 6" 54' - 6" 270' - 0" 37 ' - 0 " 38 ' - 6 " 40 ' - 0 " 43 ' - 6 " 10 ' - 4 3 / 4 " 6' - 1 1 / 4 " 6' - 0 " 3' - 0 " 7' - 0 " 2' - 0 " 9' - 0 " 3' - 0"TY P . 1' - 0 " 25' - 0" 25' - 0" 8' - 0" 24' - 3" 24' - 3" 24' - 3" 24' - 3" 8' - 0" 25' - 0" 25' - 0" 25' - 0" 8' - 0" 6' - 9 1/2" 12' - 0" 5' - 2 1/2" 8' - 0"8' - 0"7' - 7 1/2"7' - 7 1/2"8' - 0"8' - 0" TY P . 1' - 0 " 3' - 6 " 1' - 6 " 1' - 6 " 6' - 1 0 3 / 4 " 6' - 1 1 / 4 " 9' - 0 " 9' - 0 " 9' - 0 " 23 ' - 0 3 / 8 " EQ EQ EQ EQ 2' - 0"2' - 0" F F F C BE APPROX. ROOF LINE DOWNSPOUT -REF A2.01 GUTTER -REF A2.01 EXTERIOR LIGHTING -REF ELEC. 2 FIN. FLOOR 100' -0" A B C D E F 270' - 0" 54' - 6" 52' - 6" 52' - 6" 52' - 6" 60' - 0" 43 ' - 6 " 40 ' - 0 " 38 ' - 6 " 37 ' - 0 " C B E F F F 26' - 0"81' - 0"105' - 0"60' - 0" 7' - 2 1/2"12' - 0" 6' - 9 1/2" 9' - 0"24' - 0"25' - 0"25' - 0"8' - 0"24' - 3"24' - 3"24' - 3"24' - 3"8' - 0"25' - 0"25' - 0" 7' - 7 1/2"7' - 7 1/2" EQ EQ EQ EQ 6' - 1 0 3 / 4 " 6' - 1 1 / 4 " 9' - 0 " 9' - 0 " 8' - 0"8' - 0"8' - 0" APPROX. ROOF LINE DOWNSPOUT -REF A2.01 GUTTER -REF A2.01 EXTERIOR LIGHTING -REF ELEC. 2 FIN. FLOOR 100' -0" 1234567891011121314 728' - 0" 52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0"52' - 0" 15 22' - 0" 30' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 30' - 0" 22' - 0" FFFFFFFFFFF 20 ' - 0 " 6' - 10 7/8" 60' LONG, TILT-UP CONC. SCREEN WALL 129' - 1 5/8" TYP. 22' - 4 3/8"29' - 7 5/8"52' - 0"52' - 0"52' - 0"52' - 0"26' - 0"52' - 0"52' - 0"52' - 0"26' - 0"52' - 0"52' - 0"52' - 0"52' - 0" 29' - 7 5/8"22' - 4 3/8" A3.02 3 37 ' - 0 " A5.02 1 A5.02 1 3' - 0 " 2 2 2 2 2 2 FIN. FLOOR 100' -0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 728' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 15 43 ' - 6 " 10 ' - 6 " 6' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 18 ' - 0 " TYP. 8' - 6" EQEQ 8' - 6 " 6' - 0 " 9' - 0 " 9' - 0 " 8' - 6 " 6' - 0 " 4' - 0" C C BA E F F C A E F F E C A E E D C C B A TYP. F E A3.02 1 A3.02 2 54' - 8 3/4"7' - 9 1/4"115' - 0" 9' - 0" 29' - 6 3/8" 9' - 0" 18' - 0" 9' - 0" 29' - 6 3/8" 9' - 0" 146' - 10 1/2" 9' - 0" 29' - 6 3/8"9' - 0"18' - 0" 9' - 0" 29' - 6 3/8"9' - 0"115' - 0" 7' - 9 1/4" 54' - 8 3/4" 129' - 1 5/8" 2' - 0 " 18' - 0"18' - 0"55' - 0 3/8"55' - 0 3/8" 41 ' - 6 " 2' - 0 " 2 CONCRETE, PAINTED GREY 1 : CN-1 CONCRETE, PAINTED WHITE 1 : CN-2 CONCRETE, PAINTED DARK GREY 1 : CN-3 GLAZING 1 : GL-1 MATERIAL & FINISH LEGEND CN-1 CN-2 CN-3 GL-1 Pl o t t e d - - PROJECT NUMBER DATE © George Butler Associates, Inc. 2021 SHEET TITLE DESIGNED: DRAWN: REVIEWED: SHEET NUMBER Engineering COA# F-4242 Architecture COA# BR 1603NOT FOR CONSTRUCTIONAu t o d e s k D o c s : / / 1 5 1 2 0 / S c h e r t z 3 1 2 B u i l d i n g 1 - A R C H . r vt 12 / 1 3 / 2 0 2 3 2 : 3 0 : 0 7 P M 15120 12/13/2023 MRH A3.01 EXTERIOR ELEVATIONS SC H E R T Z 3 5 - B U I L D I N G 1 LO T 1 , B L O C K 3 RO Y A L M A N U F A C T U R I N G P H A S E I I I 17 2 1 8 T E J A S W A Y , C I T Y O F S C H E R T Z RESPONSE TO CITY COMMENTS MRH - SCALE :1/16" = 1'-0"A1.01 A3.01 OVERALL EAST ELEVATION1 SCALE :1/16" = 1'-0"A1.01 A3.01 OVERALL WEST ELEVATION2 SCALE :1" = 30'-0"A1.01 A3.01 OVERALL SOUTH ELEVATION3 SCALE :1" = 30'-0"A1.01 A3.01 OVERALL NORTH ELEVATION4 5'2' 10'20'50'1/16" = 1'-0" 5'2' 10'20'50'1/16" = 1'-0" 10'5' 30'60'100' 1" = 30' 10'5' 30'60'100'1" = 30' REV DATE DESCRIPTION 2 12/13/2023 RESPONSE TO CITY COMMENTS SOUTH ELEVATION: 164' AT 37'-0" AFF 564' AT 34'-0" AFF +/-22.5%OF ELEVATION AT GREATER OR EQUAL THAN 2'-0" VERTICLE ELEVATION CHANGE NORTH ELEVATION: 315' AT 43'-6" AFF 413' AT 41'-6" AFF +/-43.5%OF ELEVATION AT GREATER OR EQUAL THAN 2'-0" VERTICLE ELEVATION CHANGE 146' AT 2'-0" OR GREATER DEPTH CHANGE. +/-20.1 OF DEPTH AT GREATER OR EQUAL THAN 2'-0" HORIZONTAL CHANGE REVEALS TO WRAP EXTERIOR CORNERS TYP. REVEALS TO WRAP EXTERIOR CORNERS TYP. 2 6.17.226.22.22 8.31.202 2 10.17.20 2 206.27.20 2 3 12.13.20 2 3 02/08/2024 9:25:50 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development CONCRETE, PAINTED GREY 1 : CN-1 CONCRETE, PAINTED WHITE 1 : CN-2 CONCRETE, PAINTED DARK GREY 1 : CN-3 GLAZING 1 : GL-1 MATERIAL & FINISH LEGEND CN-1 CN-2 CN-3 GL-1 FIN. FLOOR100' -0" 1 2 1 A4.01 B D E CC A 10 ' - 5 3 / 4 " 6' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 10 ' - 5 3 / 4 " 15 ' - 0 " 18 ' - 0 " 5' - 2 1/2"12' - 0" 3' - 7 7/8"3' - 7 7/8" 12' - 0"15' - 5 7/8" 2' - 8 3/4" 7' - 9 1/4"15' - 6" 54' - 8 3/4" 1' - 0 " T Y P . 6' - 0 " 5' - 2 1/2"12' - 0"7' - 3 5/8"12' - 0"3' - 3"9' - 0"5' - 11 5/8"7' - 9 1/4"15' - 6" 6' - 0 " 6' - 0 " 1' - 0 " T Y P . 8' - 6 " 6' - 0 " 9' - 0 " 9' - 0 " 2" X 4-1/2" THERMALLY BROKEN CLEAR ANODIZED ALUM. STOREFRONT FRAME W/ INTEGRAL FRAME RECIEVER FLASHING AT SILL -REF. WINDOW TYPES FOR ADDTL INFO. B PREFINISHED METAL COPING -REF. DTL. 6/A5.01 HORIZONTAL CONCRETE REVEAL -REF. DTL 3/A0.03 41 ' - 6 " 0" 2' - 0 " 2 FIN. FLOOR100' -0" 5 6 3 A4.01 E B A E C 2" X 4-1/2" THERMALLY BROKEN CLEAR ANODIZED ALUM. STOREFRONT FRAME W/ INTEGRAL FRAME RECIEVER FLASHING AT SILL -REF. WINDOW TYPES FOR ADDTL INFO. PREFINISHED METAL COPING -REF. DTL. 6/A5.01 10 ' - 6 " 6' - 0 " 9' - 0 " 9' - 0 " 41 ' - 6 " 8' - 0" 2' - 7 7/8" 4' - 0" 2' - 3 7/8" 3' - 0 3/8"12' - 0"2' - 9 3/8" 2' - 6 5/8" 4' - 0" 2' - 7 7/8" 8' - 0" 6' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 6' - 0 " 6' - 0 " 1' - 0 " T Y P . HORIZONTAL CONCRETE REVEAL -REF. DTL 3/A0.03 2' - 0 " 2' - 0 " 2 FIN. FLOOR 100' -0" 1415 52' - 0" 4' - 0 " 9' - 0" 2' - 0" F D C 4' - 0 " 2" X 4-1/2" THERMALLY BROKEN CLEAR ANODIZED ALUM. STOREFRONT FRAME W/ INTEGRAL FRAME RECIEVER FLASHING AT SILL -REF. WINDOW TYPES FOR ADDTL INFO. PREFINISHED METAL COPING -REF. DTL. 6/A5.01 HORIZONTAL CONCRETE REVEAL -REF. DTL 3/A0.03 OVERHEAD DOOR -REF. DOOR SCHEDULE ON A6.01 HOLLOW METAL MAN-DOOR -REF. DOOR SCHEDULE ON A6.01 PREFINISHED METAL GUTTER - REF. DTL. 5/A5.01 DOCK BUMPERS PIPE BOLLARD -REF. DTL. 3/A5.01 RETAINING WALL AND GUARDRAIL -REF. DTL. 8/A5.01 PREFINISHED METAL DOWNSPOUT - REF A2.01 FOR SIZES 9' - 0 " 9' - 0 " 9' - 0 " 6' - 0 " 4' - 0 " 30' - 0"22' - 0" A 15' - 10"3' - 4"2' - 10" A5.02 1 2 Pl o t t e d - - PROJECT NUMBER DATE © George Butler Associates, Inc. 2021 SHEET TITLE DESIGNED: DRAWN: REVIEWED: SHEET NUMBER Engineering COA# F-4242 Architecture COA# BR 1603 Au t o d e s k D o c s : / / 1 5 1 2 0 / S c h e r t z 3 1 2 B u i l d i n g 1 - A R C H . r vt 12 / 1 3 / 2 0 2 3 2 : 3 0 : 1 0 P M 15120 12/13/2023 MRH A3.02 ENLARGED ELEVATIONS SC H E R T Z 3 5 - B U I L D I N G 1 LO T 1 , B L O C K 3 RO Y A L M A N U F A C T U R I N G P H A S E I I I 17 2 1 8 T E J A S W A Y , C I T Y O F S C H E R T Z RESPONSE TO CITY COMMENTS MRH - SCALE :1/8" = 1'-0"A3.01 A3.02 ENLARGED NORTH ELEVATION1 SCALE :1/8" = 1'-0"A3.01 A3.02 ENLARGED NORTH ELEVATION2 SCALE :1/8" = 1'-0"A3.01 A3.02 ENLARGED SOUTH ELEVATION3 SCALE :A3.02 AXON4 REV DATE DESCRIPTION 2 12/13/2023 RESPONSE TO CITY COMMENTS 6.17.226.22.22 8.31.202 2 10.17.20 2 206.27.20 2 3 12.13.20 2 3 02/08/2024 9:25:54 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development 02/08/2024 9:23:53 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development 02/08/2024 9:23:57 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development 02/08/2024 9:24:00 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development 02/08/2024 9:24:30 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development 02/08/2024 9:24:33 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development 02/08/2024 9:24:42 AM Ap Approved By: Samuel Haas, Senior Planner Planning & Community Development