16.1 - 1703 Newning Ave - Drawings — original pdf

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SITE INFORMATION EXISTING TREE LEGEND (P) PORTION OF CRZ COVERED TOTAL AREA CRZ COVERED EXISTING TREE A 16" LIVE OAK 106 SF (DRIVEWAY + CAR PULL OFF) 804 SF EXISTING TREE B 22" LIVE OAK EXISTING TREE C 21" LIVE OAK EXISTING TREE D 24" LIVE OAK 737 SF (NEW RESIDENCE + NEIGHBOR RESIDENCE) 594 SF (NEW RESIDENCE + POOL + DECK + NEIGHBOR RESIDENCE) 437 SF (POOL + NEIGHBOR RESIDENCE) EXISTING TREE E 24" LIVE OAK 183 SF (NEIGHBOR RESIDENCE) 1,521 SF 1,385 SF 1,810 SF 1,412 SF 13 % 48 % 43 % 24 % 13 % BARRIER SHOULD EXTEND FULL DIAMETER OF THE TREE CROWN NOTE: SITE PLAN BASED FROM SURVEY DATED JUNE 26, 2024 PREPARED BY ALL POINTS SURVEYING LOCATED AT: 1714 FORTVIEW ROAD - SUITE 200, AUSTIN, TX 78704. P - 512.440.0071 NOTE: ALL STRUCTURES MUST MAINTAIN 7'-6" CLEARANCE FROM AE ENERGIZED DISTRIBUTION POWER LINES. ENFORCED BY AE AND NESC CODES-THIS REVIEW DOES NOT INCLUDE TRANSMISSION POWER LINES NOTE: PRIOR TO CONSTRUCTION, PROTECTIVE FENCING IS REQUIRED AROUND ALL PROTECTED TREES WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD BE INDICATED TO PROTECT THE ENTIRE CRITICAL ROOT ZONE AREA OR AS MUCH OF THE CRITICAL ROOT ZONE AS IS PRACTICAL. WHEN THE PROTECTIVE FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRITICAL ROOT ZONE, AN 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. NOTE: IT IS THE ARCHITECT'S AND OWNER'S INTENT TO PROTECT ALL TREES IN PROXIMITY TO CONSTRUCTION AREA FROM DAMAGE OR INJURY DUE TO CONSTRUCTION. THE SUGGESTIONS FOR TREE PROTECTION PROVIDED ABOVE ARE EXPLICITLY NOT GUARANTEED TO FULLY PROTECT THE TREES. IT IS HIGHLY RECOMMENDED THAT A TREE SPECIALIST BE HIRED AND THAT SUCH COST BE REVIEWED WITH OWNER FOR APPROVAL PRIOR TO PROCUREMENT OF TREE SPECIALIST SERVICES. IF CONTRACTOR DOES NOT REVIEW WITH OWNER HIS OR HER WILLINGNESS OR NON-WILLINGNESS TO HIRE SUCH SPECIALIST, THEN IT WILL BE CONSTRUED AS CONTRACTOR'S WILLINGNESS TO ACCEPT LIABILITY FOR PROTECTING THE TREES FROM ANY DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS. INFORMATION BASIC REQUIREMENTS PROPERTY ADDRESS 1703 NEWNING AVENUE, AUSTIN TX, 78704 LEGAL DESCRIPTION PROPERTY ZONING SF-3-NP LOT SQUARE FOOTAGE 8,772 SF IMPERVIOUS COVERAGE 3,919 SF (44.7%) BUILDING COVERAGE 3,108 SF (35.4%) FLOOR AREA RATIO 3,479 SF (39.7%) NOTE: CONCRETE TRUCK: IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 3/4" PLYWOOD OVER 2x4 LUMBER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND THE SITE TO LEAVE A MAX LAYER OF 3" WITHIN THE ROOT ZONE NOTE: NEW FLATWORK: IF NEW FLATWORK OCCURS IN ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE NO MORE THAN 4" OF FLATWORK MATERIAL. NOTE: NEW TRENCHING FOR UTILITY: ALL UTILITY LINES AND TRENCHING TO STAY CLEAR OF 1/2 CRZ OF ALL PROTECTED TREES IF NEW UTILITY TRENCHING OCCURS IN THE 1/2 CRZ OF ALL PROTECTED TREES IT MUST BE COMPLETED WITH HAND TOOLS/ AIR SPADING. IF TRENCHING WITHIN THE FULL CRZ EXCEEDS 50%, WORK IS TO BE COMPLETED WITH HAND TOOLS/ AIR SPADING TO LIMIT DISTURBANCE. GALV'D CHAIN LINK FENCE MATERIAL SUPPORTED BY GALV'D MTL FENCE POSTS OR EQUIVALENT CONSTRUCTION FENCE. THIS METHOD PROTECTS TREE FROM ROOT COMPACTION FROM CONSTRUCTION EQUIPMENT. 12 GA. WIRE (OR STRAPS) STAPLED TO 2X4s. THIS METHOD PROTECTS TRUNK FROM DAMAGE BY CONSTRUCTION EQUIPMENT. IT DOES NOT PROTECT ROOTS FROM COMPACTION. TREE TRUNK PROTECTION TREE DIAGRAMS 1/8" = 1'-0" TREE TRUNK PROTECTION 40' - 0" MCMANSION TENT 1 40' - 0" MCMANSION TENT 2 40' - 0" MCMANSION TENT 3 24' - 4" MCMANSION TENT 4 EXISTING WATER METER, REFER TO TAP PLAN WM 554.68' PROPOSED WATER UTILITY TRENCH ROUTE PROPOSED WASTE WATER CLEAN OUT PROPOSED WASTE UTILITY TRENCH ROUTE 48" H. ENTRY GATE S 71° 22' 30" E 170.23' " 0 - ' 4 5 5 " 0 - ' 3 5 5 GRADE EL.: 551' - 10 3/4" 5 5 2 ' - 0 " 5 5 1 ' - 0 " 8 3 . 8 ) " 2 / 1 4 - 8 ( ' 0 0 . 5 ) " 0 - 5 ( ' K C A B T E S 5 5 0 ' - 0 " 9' - 0" 54 AC PADS 548' - 0" POOL EQUIPMENT PAD 5 4 7' - 0 " 553.87' HIGH PT TENT 1 550.48' HIGH PT TENT 2 GRADE EL.: 553' - 6" N 71° 02' 18" W 185.24' 548.00' HIGH PT TENT 3 " 0 - ' 3 5 5 0 1 . 5 ) " 1 - 5 ( ' CORTEN WALL 0 0 . 5 ) " 0 - 5 ( ' K C A B T E S 48" H. ENTRY GATE CORTEN STEEL AND GRAVEL SITE STAIR GRADE EL.: 546' - 8 1/4" " 0 - ' 5 4 5 " 0 - 4' 4 5 " 3' - 0 4 5 R 5' - 3 5/8" 1/4 CRZ R 10' - 7 1/4" 1/2 C R Z - 2 1 / 2 " R 2 1 ' F U L L C R Z TREE E 5 4 0 541.72' 4 0 . 5 ) " 2 / 1 0 - 5 ( ' 5 4 6 ' - 0 " F R 21' - 0" ULL C R Z 545' - 0" GRADE EL.: 546' - 5 1/2" 5 4 4' - 0 " 5 4 3 ' - 0 " 5 4 2' - 0 " 47.71 (47'-8 1/2") R 5' - 3" 1/4 CRZ TREE C R 10' - 6" 1/2 CRZ CORTEN WALL DECK POOL DIMENSIONED FROM SOUTHEAST CORNER OF FOUNDATION AT COVERED PATIO " 4 - ' 2 18' - 6" SPA 8' - 0" x 8' - 0" 47.27 (47'-3") BEACH 12' - 0" x 8' - 0" 10.00 (10'-0") SETBACK POOL 26' - 0" x 8' - 0" POOL COPING R 12' - 0" 1/2 CRZ R 6' - 0" 1/4 CRZ R 11' - 0" 1/2 CRZ TREE B 545.00' HIGH PT TENT 4 1 9 . 6 ) " 1 1 - 6 ( ' R 5' - 6" 1/4 C R Z F R U 2 L L C 2 ' - 0 " R Z 5 4 1 ' 2 1 . 0 5 W " 4 1 ' 8 1 ° 9 1 S TREE D R 24' - 0" FULL CRZ 541.84' 5' 4 . 1 5 3' 0 . 0 6 2 = R E " 9 4 6' 1 ° 6 3 N = C 4' 5 . 1 5 = A E V G A NIN W E N R 4' - 0" 1/4 C R Z R 8' - 0" 1/2 CRZ " 0 - ' 9 4 I H T D W E T S I R 5' - 0" 25.96 (25'-11 1/2") CORTEN WALL 6 ' - 0 " L C L Z R R 1 F U TREE A R E T N A L P 25.00 (25'-0") SETBACK PERMEABLE PAVER DRIVEWAY " 0 - ' 2 1 . I N M Y A W E V R D I " 0 - ' 5 5 5 45.12 (45'-1 1/2") " 0 - ' 4 5 5 NEW 12’-0” WIDE CONCRETE DRIVEWAY PER COA STANDARD DETAIL 433S-1 SIDEWALK TIE-IN LOCATION EXISTING UTILITY POLE R 5 ' - 0 " 555.36' 1 SITE PLAN 1/8" = 1'-0" USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED SITE PLAN A010 7/12/2024 3:29:22 PM GENERAL CONSTRUCTION: GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 3. DIMENSIONS ARE TO F/ EXISTING CONSTRUCTION, F/ CONCRETE, CENTERLINE OF STRUCTURE, F/ STUD, CENTER OF OPENING, OR CENTER OF FIXTURE, UNLESS NOTED OTHERWISE. 4. WHERE A COLUMN IS SHOWN WITHIN A FRAMED WALL, LOCATE WALL TO CENTER THE FRAMING ON THE COLUMN LINE, UNLESS DIMENSIONED OTHERWISE. 5. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO, BUT NOT LIMITED TO, PLUMBING, PIPING, ELECTRICAL COMPONENTS, AND DUCTING TO MAKE THE WORK COMPLETE AND OPERATIONAL. 6. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DRAWINGS OR NOT. 7. PROVIDE BLOCKING TO SUPPORT FIXTURES, EQUIPMENT, SHELVING, MILLWORK, AND SIMILAR WALL MOUNTED CONSTRUCTION AS REQUIRED FOR STABLE INSTALLATION. FIELD VERIFY ALL SUCH LOCATIONS. 8. WHERE NO SPECIFIC PRODUCT IS SPECIFIED, CONTRACTOR SHALL PROVIDE PRODUCTS THAT MEET THE INDUSTRY STANDARD AND ARE COMPATIBLE WITH ALL ADJACENT AND ASSOCIATED CONSTRUCTION. WHERE THERE IS AESTHETIC IMPACT, THE CONTRACTOR SHALL SUBMIT THE PROPOSED PRODUCT FOR ARCHITECT'S APPROVAL. 1 A305 2 A305 1 A306 2 A306 1 A204 1 A307 2 A307 1 A308 3' - 5 1/2" 37' - 11 1/2" 17' - 1" 18' - 11 1/2" 10' - 6" 87' - 11 1/2" 36"d OPEN SHELVING STORAGE 011 MECHANICAL 009 " 2 / 1 1 1 - ' 3 1 GRAVEL COURTYARD ABOVE V T RECREATION 002 QQ QQ RAISED PLANTER UP 8' - 10" 2' - 6" 3' - 9" 8' - 3" 3' - 11 1/2" 4' - 0" 3 1/2" 8' - 6" 4' - 1" 542' - 11 1/4" UP 2' - 0" 6' - 0" 5' - 3" 1' - 9" 4' - 7" 11' - 0" 3 1/2" 3 1/2" 3 1/2" " 2 / 1 3 " 7 - ' 7 SAUNA 010 009 008 3 1/2" " 0 1 006 " 2 / 1 3 B W G N G L A I E T E R C N O C O T " 2 / 1 0 - ' 1 " 2 / 1 1 - ' 3 " 2 / 1 3 3 1/2" STORAGE 007 007 004 BATH 1 006 I Y T N A V " 0 6 AREA OF SLAB-ON-GRADE ABOVE " 2 / 1 1 - ' 3 1 LAUNDRY 008 W D 3'-0"X6'-0" 2' - 2 1/2" 3 1/2" 1' - 6" 005 003 " 0 1 - ' 2 BENCH BENCH / STORAGE UP 543' - 0" . F E R . C U . " 4 2 3 1/2" 2' - 0" 001 W.I.C. 005 002 BEDROOM 1 004 HALL 001 " 2 / 1 3 K " 2 / 1 0 - ' 3 " 2 / 1 0 - ' 3 " 9 - ' 1 " 2 / 1 6 - ' 3 PELOTON TREAD 36.5" x 75" A " 2 - ' 2 MIRROR FITNESS 003 PELOTON BIKE 22" x 59" 10' - 3" COVERED PATIO " 2 / 1 8 - ' 8 3 " 2 / 1 1 - ' 9 " 0 - ' 1 1 544' - 11 1/4" 15' - 5 1/2" 13' - 10" 12' - 1 1/2" 18' - 1" 17' - 11 1/2" 10' - 6" 87' - 11 1/2" 1 A305 2 A305 1 A306 2 A306 1 A203 1 A307 2 A307 1 A308 D UP UP 2' - 10" 15' - 1 1/2" " 2 / 1 0 1 - ' 2 " 0 - ' 3 1 " 3 - ' 4 1 " 2 / 1 8 - ' 8 3 " 7 - ' 8 1 A304 1 A303 1 A202 1 A302 1 A301 1 BASEMENT PLAN 1/4" = 1'-0" USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED BASEMENT FLOOR PLAN A100 7/12/2024 3:29:29 PM " 6 - ' 2 " 6 - ' 4 " 4 - ' 3 " 2 / 1 4 - ' 5 " 2 / 1 4 - ' 8 " 6 - ' 2 " 2 / 1 1 1 - ' 4 1 " 1 " 2 / 1 2 - ' 1 " 2 / 1 0 1 - ' 0 1 " 2 / 1 9 - ' 1 1 A304 1 A303 2 A202 1 A302 1 A301 1 A305 2 A305 1 A306 2 A306 1 A204 1 A307 2 A307 1 A308 3' - 0" 37' - 6" 4' - 11 1/2" 8' - 1" 4' - 11 1/2" 29' - 0" 5' - 3 1/2" 3' - 8" 9' - 5" 3' - 7" 7' - 3" 7' - 8 1/2" 3' - 0" 2' - 10 1/2" 6' - 2" 2' - 10 1/2" 2' - 6 1/2" 10' - 6" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 5 1/2" G F F W/D PRIMARY W.I.C. 111 " 2 / 1 3 " 2 / 1 3 " 2 - ' 4 " 6 - ' 3 " 3 - ' 6 2'-8"X5'-6" PRIMARY BATH 110 RECESSED MEDICINE CABINET 4'-2"X5'-6" 3' - 0" 108 35" VANITY 10' - 5" 1' - 9" 1' - 9" 3' - 0" 3 1/2" 3 1/2" 3 1/2" 83" VANITY 107 K MECHANICAL CHASE CL 105 106 104 TV PRIMARY BEDROOM 109 2' - 7 1/8" 2' - 7 1/8" 4' - 3 1/4" 4' - 3 1/4" 4' - 3 1/4" B XX XX XX XX 87' - 6" " 7 - ' 1 " 1 1 - ' 2 1 GAS F.P. COURTYARD MM " 2 - ' 4 " 2 / 1 1 1 - ' 8 " 4 / 3 7 - ' 8 " 4 / 3 3 - ' 6 " 2 / 1 2 - ' 6 " 2 / 1 5 " 1 1 - ' "3 2 / 1 5 " 2 / 1 1 1 - ' 1 " 2 / 1 1 1 - ' 1 MECHANICAL CHASE SLAB H.P. 553' - 8 3/4" BENCH BB 2' - 0" 3' - 0 3/4" 3' - 0 3/4" 3 1/2" 1' - 1" 3 1/2" 554' - 0 3/4" AA 7' - 6" FAST TRACK HANGING BRACKETS SHELVES SHELVES TOOL BENCH SLAB L.P. 553' - 6" 100 GARAGE 101 1/8" / 12" " 6 - ' 8 " 2 / 1 5 " 5 - ' 1 " 2 / 1 " 3 2 / 1 2 - ' "4 2 / 1 3 " 2 / 1 0 1 - ' 1 " 4 - ' 5 POWDER 103 " 6 - ' 1 " 6 - ' 4 " 2 - ' 2 102 MECHANICAL CHASE PANTRY 104 103 5' - 7 3/4" 3' - 0 1/4" 101 DN MUDROOM 102 " 0 1 - ' 3 BENCH M CC DD L " 0 1 - ' 1 PP UP DN HALL 108 5' - 0" " 2 / 1 3 " 1 - ' 6 " 2 / 1 4 - ' 3 " 6 - ' 2 " 2 / 1 3 DN 87' - 6" H " 0 1 - ' 1 H " 6 - ' 2 GAS F.P. TV LIVING ROOM 106 554' - 0 3/4" BUFFET DINING 107 3'-6"X8'-0" TABLE WW WW WW WW DN 4' - 3" CLEAR N G L A I . F E R " 0 3 . Z R F " 4 2 " 8 1 E N W I . F E R C 5' - 0 1/4" 5' - 5 3/4" 554' - 0 3/4" SCREEN PORCH 4' - 3" CLEAR 9'-0" X 4'-6" ISLAND " 6 - ' 4 DW 48" DIA. TABLE B 24" MICROWAVE DRAWER 24" U.C. REF. 30" APPLIANCE STACK KITCHEN 105 48" RANGE " 8 - ' 4 R A E L C RETRACTABLE SCREEN 42" BBQ 2' - 6" 5' - 0" 33' - 0" 5 1/2" 5 1/2" 1' - 11 1/2" 3 1/2" 9 1/2" 5 1/2" 36' - 6" 21' - 6 1/2" 2' - 8" 7' - 10 1/2" 2' - 3" 5' - 7 3/4" 7' - 0 3/4" 18' - 0 1/2" 10' - 6" 4' - 4" 1 A305 2 A305 1 A306 2 A306 1 A203 1 A307 2 A307 1 A308 13' - 7" 5 1/2" 3' - 2" 7' - 1" 8' - 8" 1' - 7" 2' - 4" 3 1/2" 5 1/2" 3 1/2" 3 1/2" 3 1/2" 9' - 0" " 4 - ' 3 " 1 - ' 2 1 " 4 - ' 4 1 " 3 - ' 8 3 " 6 - ' 8 " 9 - ' 1 " 2 / 1 9 - ' 3 " 2 / 1 1 1 - ' 2 " 4 / 1 1 - ' 8 " 4 / 3 2 - ' 6 1 A304 1 A303 1 A202 1 A302 1 A301 1 FIRST FLOOR PLAN 1/4" = 1'-0" GENERAL CONSTRUCTION: GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 3. DIMENSIONS ARE TO F/ EXISTING CONSTRUCTION, F/ CONCRETE, CENTERLINE OF STRUCTURE, F/ STUD, CENTER OF OPENING, OR CENTER OF FIXTURE, UNLESS NOTED OTHERWISE. 4. WHERE A COLUMN IS SHOWN WITHIN A FRAMED WALL, LOCATE WALL TO CENTER THE FRAMING ON THE COLUMN LINE, UNLESS DIMENSIONED OTHERWISE. 5. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO, BUT NOT LIMITED TO, PLUMBING, PIPING, ELECTRICAL COMPONENTS, AND DUCTING TO MAKE THE WORK COMPLETE AND OPERATIONAL. 6. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DRAWINGS OR NOT. 7. PROVIDE BLOCKING TO SUPPORT FIXTURES, EQUIPMENT, SHELVING, MILLWORK, AND SIMILAR WALL MOUNTED CONSTRUCTION AS REQUIRED FOR STABLE INSTALLATION. FIELD VERIFY ALL SUCH LOCATIONS. 8. WHERE NO SPECIFIC PRODUCT IS SPECIFIED, CONTRACTOR SHALL PROVIDE PRODUCTS THAT MEET THE INDUSTRY STANDARD AND ARE COMPATIBLE WITH ALL ADJACENT AND ASSOCIATED CONSTRUCTION. WHERE THERE IS AESTHETIC IMPACT, THE CONTRACTOR SHALL SUBMIT THE PROPOSED PRODUCT FOR ARCHITECT'S APPROVAL. " 2 / 1 5 " 6 - ' 4 " 0 - ' 4 " 0 - ' 4 " 0 - ' 4 " 7 - ' 2 " 4 / 3 1 1 - ' 7 " 4 / 1 5 - ' 6 " 6 - ' 2 " 0 - ' 0 2 " 1 1 - ' 6 1 " 4 - ' 1 " 3 - ' 8 3 " 2 / 1 5 1 A304 1 A303 2 A202 1 A302 1 A301 USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED FIRST FLOOR PLAN A101 7/12/2024 3:29:31 PM GENERAL CONSTRUCTION: GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 3. DIMENSIONS ARE TO F/ EXISTING CONSTRUCTION, F/ CONCRETE, CENTERLINE OF STRUCTURE, F/ STUD, CENTER OF OPENING, OR CENTER OF FIXTURE, UNLESS NOTED OTHERWISE. 4. WHERE A COLUMN IS SHOWN WITHIN A FRAMED WALL, LOCATE WALL TO CENTER THE FRAMING ON THE COLUMN LINE, UNLESS DIMENSIONED OTHERWISE. 5. CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO, BUT NOT LIMITED TO, PLUMBING, PIPING, ELECTRICAL COMPONENTS, AND DUCTING TO MAKE THE WORK COMPLETE AND OPERATIONAL. 6. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE WHETHER SHOWN OR NOTED ON THE DRAWINGS OR NOT. 7. PROVIDE BLOCKING TO SUPPORT FIXTURES, EQUIPMENT, SHELVING, MILLWORK, AND SIMILAR WALL MOUNTED CONSTRUCTION AS REQUIRED FOR STABLE INSTALLATION. FIELD VERIFY ALL SUCH LOCATIONS. 8. WHERE NO SPECIFIC PRODUCT IS SPECIFIED, CONTRACTOR SHALL PROVIDE PRODUCTS THAT MEET THE INDUSTRY STANDARD AND ARE COMPATIBLE WITH ALL ADJACENT AND ASSOCIATED CONSTRUCTION. WHERE THERE IS AESTHETIC IMPACT, THE CONTRACTOR SHALL SUBMIT THE PROPOSED PRODUCT FOR ARCHITECT'S APPROVAL. 2 A305 1 A306 2 A306 1 A204 1 A307 2 A307 1 A308 2' - 11 3/4" 12' - 0 3/4" 5' - 2" 2' - 6" 20' - 1 1/8" 4' - 3 1/4" 4' - 3 1/4" 4' - 3 1/4" 2' - 7 1/8" 18' - 2 1/2" 3 1/2" 3 1/2" 77' - 0" 56' - 6" 1 A305 20' - 6" OFFICE 202 LL JJ K S E D T F L P U I " 2 / 1 7 - ' 3 " 2 / 1 8 - ' 7 " 2 / 1 3 DN 202 201 2' - 3" CC DD UP TT RR 2' - 5 3/4" 3' - 0" 9' - 6 1/4" 565' - 8 5/8" VV " 9 - ' 1 UU " 2 / 1 9 - ' 3 " 5 - ' 3 " 4 / 3 1 1 - ' 2 " 4 / 1 1 - ' 9 " 5 - ' 7 2 " 1 - ' 2 1 " 6 - ' 8 " 0 1 - ' 6 1 A304 1 A303 1 A202 1 A302 1 A301 1 SECOND FLOOR PLAN 1/4" = 1'-0" ROOF BELOW ROOF BELOW K YY YY YY YY HALL 201 K 204 567' - 7 1/2" " 0 - ' 5 UP " 2 / 1 3 " 2 / 1 3 " 2 / 1 2 - ' 3 I Y T N A V " 0 3 1' - 9" 203 POWDER 203 " 1 - ' 6 " 6 - ' 1 N Q E Q E 205 EQ EQ BATH 2 205 3'-6"X6'-0" W.I.C. 206 206 Q E Q E " 2 / 1 3 " 2 / 1 2 - ' 3 " 9 - ' 1 EQ " 4 - ' 4 207 EQ 48" VANITY " 8 - ' 2 J BEDROOM 2 204 K ROOF BELOW GG GG BALCONY 567' - 6 3/4" 565' - 7 7/8" SUN TERRACE " 2 / 1 7 - ' 1 1 " 8 - ' 2 " 5 - ' 7 2 " 2 / 1 5 - ' 0 1 " 2 / 1 9 - ' 5 1 " 8 - ' 2 1 A304 1 A303 2 A202 1 A302 1 A301 2' - 6" 12' - 6" 25' - 0 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 36' - 11 1/2" 2' - 2" 2' - 3" 18' - 5 1/2" 2' - 2" 2' - 2" 3' - 3 1/2" 4' - 7" 3' - 2" 2' - 2" 2' - 2" 3' - 6" 14' - 5 1/2" 77' - 0" 1 A305 2 A305 1 A306 2 A306 1 A203 1 A307 2 A307 1 A308 USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED SECOND FLOOR PLAN A102 7/12/2024 3:29:32 PM ROOF: GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE MECHANICAL AND PLUMBING DRAWINGS. 2. ROOFTOP EQUIPMENT SHALL BE LOCATED 10’-0” OR GREATER FROM THE FURTHEST EQUIPMENT PROJECTION TO THE ROOF EDGE TO THE GREATEST EXTENT POSSIBLE. WHERE CONSTRUCTION CONDITIONS DO NOT ALLOW FOR 10'-0" OR GREATER CLEARANCE, ROOFTOP GUARDS SHALL BE PROVIDED. 3. ALL MATERIALS WITHIN A SYSTEM SHALL BE SINGLE-SOURCED TO THE GREATEST EXTENT POSSIBLE WITH THE INTENT OF OBTAINING THE MOST INCLUSIVE PRODUCT/SYSTEM WARRANTY. 4. ALL FLAT ROOF SLOPES SHALL BE TAPERED 1/4":12 AS SHOWN ON PLAN AND SHALL MAINTAIN THE MINUMUM THICKNESS OF RIGID INSULATION AS INDICATED ON ROOF ASSEMBLY TYPES. 5. ALL ROOF DRAINS SHALL BE FURNISHED WITH PVC DRAIN CAGE. 6. EAVE-MOUNTED ROOF LEADERS SHALL BE CONNECTED TO SUB-SURFACE DRAINAGE. 7. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DETAILS. WHERE NO SPECIFIC DETAIL IS SHOWN WITHIN THESE DRAWINGS, PROVIDE MANUFACTURER'S STANDARD DETAIL, INCLUDING ALL ACCESSORIES. 8. NOTE: PROVIDE FULLY ADHERED ICE AND WATER SHIELD BY W.R. GRACE EXTENDING FROM THE LOWEST EDGES OF ALL ROOF SURFACES (EAVE EDGE) TO A POINT AT LEAST 36" BEYOND THE EXTERIOR FACE OF FRAMING AND 24" MIN. ON EACH SIDE OF ROOF PLANE INTERSECTIONS, TYP. EXTEND UP WALLS 18" AT ROOF/WALL INTERSECTIONS. PROVIDE ICE AND WATER SHIELD OVER ENTIRE ROOF AREA OVER EXTERIOR OR UNCONDITIONED SPACE 1 A305 2 A305 1 A306 2 A306 1 A204 1 A307 2 A307 1 A308 1/2" / 12" 1/2" / 12" 1/2" / 12" RD 1/2" / 12" RD 1/4" / 12" 1/2" / 12" RD 1/2" / 12" " 2 1 / " 4 / 1 " 2 1 / " 4 / 1 RD MEMBRANE ROOFING MEMBRANE ROOFING BELOW ROOF DECK 577' - 3 3/4" 1/2" / 12" 1/2" / 12" 1/2" / 12" RD 1/4" / 12" MEMBRANE ROOFING BELOW ROOF DECK 1/2" / 12" RD 1/2" / 12" 1/2" / 12" RD 1/2" / 12" MEMBRANE ROOFING 1/4" / 12" COURTYARD BELOW ROOF TOP PERGULA 1/4" / 12" 1/4" / 12" MEMBRANE ROOFING 1/2" / 12" RD 1/2" / 12" 1/2" / 12" RD 1/2" / 12" 1/2" / 12" DN MEMBRANE ROOFING 1/4" / 12" " 2 1 / " 2 / 1 RD " 2 1 / " 2 / 1 1/2" / 12" 1/2" / 12" " 2 1 / " 2 / 1 RD " 2 1 / " 2 / 1 " 2 1 / " 2 / 1 RD " 2 1 / " 2 / 1 1/4" / 12" RD 1/4" / 12" MEMBRANE ROOFING 1/4" / 12" DECK BELOW 1 A305 2 A305 1 A306 2 A306 1 A203 1 A307 2 A307 1 A308 1 A304 1 A303 1 A202 1 A302 1 A301 1 ROOF PLAN 1/4" = 1'-0" USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED ROOF PLAN A121 7/12/2024 3:29:33 PM 1 A304 1 A303 2 A202 1 A302 1 A301 1 A301 1 A302 1 A303 1 A304 1 A304 1 A303 1 A302 1 A301 PERGOLA BRAKE METAL, PTD BLACK T/PLATE - 2ND FLR UPPER 576' - 7 7/8" " 8 / 1 1 - ' 9 " 4 / 3 6 - ' 1 " 0 - ' 2 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 METAL RAILING, PTD BLACK T/SUBFLOOR - 2ND FLOOR UPPER 567' - 6 3/4" T/PLATE - 1ST FLR UPPER 566' - 0" BRAKE METAL, PTD BLACK STUCCO BRICK METAL RAILING, PTD BLACK BRAKE METAL, PTD BLACK T/SUBFLOOR - 1ST FLOOR 554' - 0" CORTEN WALL 548.00' HIGH PT TENT 3 T/SLAB 542' - 11 1/4" T/FOOTING 540' - 5 1/4" GG HH STUCCO GG FF BRICK BRICK STUCCO METAL ACCENT WALL VV UU LL KK BRICK B WW WW WW WW BB AA STUCCO METAL ACCENT WALL CORTEN WALL BRICK BRAKE METAL, PTD BLACK STUCCO A QQ QQ 2 EAST ELEVATION 1/4" = 1'-0" 1 WEST ELEVATION 1/4" = 1'-0" PERGOLA METAL RAILING, PTD BLACK BRAKE METAL, PTD BLACK T/PLATE - 2ND FLR LOWER 575' - 9" STUCCO GLASS RAILING T/SUBFLOOR - 2ND FLOOR LOWER 565' - 7 7/8" T/PLATE - 1ST FLR LOWER 564' - 1 1/8" " 4 / 3 6 - ' 1 BRAKE METAL, PTD BLACK " 8 / 1 1 - ' 0 1 " 8 / 1 1 - ' 0 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 T/SLAB 542' - 11 1/4" T/FOOTING 540' - 5 1/4" USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED EXTERIOR ELEVATIONS A202 7/12/2024 3:29:47 PM BRICK 100 CORTEN WALL T/SUBFLOOR - 1ST FLOOR 554' - 0" 553.87' HIGH PT TENT 1 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date 1 A305 2 A305 1 A306 2 A306 1 A307 2 A307 1 A308 METAL ACCENT WALL J STUCCO BRICK RR CC DD K N EE " 0 - ' 2 " 0 - ' 2 " 0 - ' 2 " 0 - ' 2 BRICK M L CC CC DD 550.48' HIGH PT TENT 2 E BRICK D C STUCCO BRICK METAL RAILING, PTD BLACK T/SUBFLOOR - 1ST FLOOR 554' - 0" BRAKE METAL, PTD BLACK 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date 2' - 0" 2' - 9" 2' - 9" LOCATION OF BRICK SHELF STEPS 548.00' HIGH PT TENT 3 CORTEN WALL USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED EXTERIOR ELEVATIONS A203 7/12/2024 3:29:51 PM BRAKE METAL, PTD BLACK T/PLATE - 2ND FLR UPPER 576' - 7 7/8" METAL LOUVERED ENCLOSURE, PTD BLACK METAL RAILING, PTD BLACK T/SUBFLOOR - 2ND FLOOR UPPER 567' - 6 3/4" T/PLATE - 1ST FLR UPPER 566' - 0" " 4 / 3 6 - ' 1 " 8 / 1 1 - ' 9 " 0 - ' 2 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 T/SLAB 542' - 11 1/4" T/FOOTING 540' - 5 1/4" PERGOLA METAL RAILING, PTD BLACK BRAKE METAL, PTD BLACK T/PLATE - 2ND FLR LOWER 575' - 9" METAL LOUVERED ENCLOSURE, PTD BLACK GLASS RAILING T/SUBFLOOR - 2ND FLOOR LOWER 565' - 7 7/8" T/PLATE - 1ST FLR LOWER 564' - 1 1/8" METAL ACCENT WALL BRICK T/SUBFLOOR - 1ST FLOOR 554' - 0" 553.87' HIGH PT TENT 1 CORTEN WALL T/SLAB 542' - 11 1/4" T/FOOTING 540' - 5 1/4" " 8 / 1 1 - ' 0 1 " 4 / 3 6 - ' 1 " 8 / 1 1 - ' 0 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 1 SOUTH ELEVATION 1/4" = 1'-0" 1 A308 2 A307 1 A307 2 A306 1 A306 2 A305 1 A305 STUCCO YY YY YY YY STUCCO BRICK H H F F G STUCCO XX BRICK XX JJ KK K STUCCO 548.00' HIGH PT TENT 3 CORTEN WALL 553.87' HIGH PT TENT 1 T/SUBFLOOR - 1ST FLOOR 554' - 0" 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date 550.48' HIGH PT TENT 2 PERGOLA METAL RAILING, PTD BLACK T/PLATE - 2ND FLR LOWER 575' - 9" T/SUBFLOOR - 2ND FLOOR LOWER 565' - 7 7/8" T/PLATE - 1ST FLR LOWER 564' - 1 1/8" " 8 / 1 1 - ' 0 1 " 4 / 3 6 - ' 1 " 8 / 1 1 - ' 0 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 T/SLAB 542' - 11 1/4" T/FOOTING 540' - 5 1/4" USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED EXTERIOR ELEVATIONS A204 7/12/2024 3:29:55 PM BRAKE METAL, PTD BLACK T/PLATE - 2ND FLR UPPER 576' - 7 7/8" METAL LOUVERED ENCLOSURE, PTD BLACK METAL RAILING, PTD BLACK T/SUBFLOOR - 2ND FLOOR UPPER 567' - 6 3/4" T/PLATE - 1ST FLR UPPER 566' - 0" BRICK METAL RAILING, PTD BLACK T/SUBFLOOR - 1ST FLOOR 554' - 0" T/SLAB 542' - 11 1/4" T/FOOTING 540' - 5 1/4" " 8 / 1 1 - ' 9 " 4 / 3 6 - ' 1 " 0 - ' 2 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 1 NORTH ELEVATION 1/4" = 1'-0"