17.1 - 1703 Newning Ave - Drawings — original pdf

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468 BROADWAY SARATOGA SPRINGS NY 12866 Newning Street Perspective 1703 NEWNING AVE. P 518.580.8818 F 518.580.8824 BALZERTUCK.COM BTA PROJECT NO: 2402 08.23.24 1703 NEWNING AVE., AUSTIN, TX 78704 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" " 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" 36"d OPEN SHELVING STORAGE 011 27' - 2" x 13' - 11" MECHANICAL 009 11' - 11" x 18' - 1" " 2 / 1 7 - ' 3 1 GRAVEL COURTYARD ABOVE 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" 10' - 3" COVERED PATIO " 2 / 1 8 - ' 8 3 " 2 / 1 1 - ' 9 " 0 - ' 1 1 544' - 11 1/4" " 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 4 - ' 1 " 2 / 1 1 - ' 3 " 2 / 1 3 3 1/2" STORAGE 007 007 004 I Y T N A V " 0 6 BATH 1 006 6' - 11" x 11' - 7" AREA OF SLAB-ON-GRADE ABOVE " 2 / 1 1 - ' 3 1 LAUNDRY 008 7' - 11" x 13' - 1" W D 3'-0"X6'-0" 2' - 2 1/2" 3 1/2" 1' - 6" 005 003 " 0 1 - ' 2 BENCH BENCH / STORAGE V T RECREATION 002 17' - 1" x 14' - 8" . F E R . C U . " 4 2 3 1/2" 2' - 0" 001 UP 543' - 0" W.I.C. 005 002 BEDROOM 1 004 12' - 11" x 11' - 7" 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 FITNESS 003 12' - 6" x 13' - 9" PELOTON BIKE 22" x 59" " 2 - ' 2 MIRROR D UP UP 2' - 10" 15' - 1 1/2" " 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 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 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 08.23.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED BASEMENT FLOOR PLAN A100 8/23/2024 1:50:26 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' - 0" 37' - 6" 4' - 11 1/2" 8' - 1" 4' - 11 1/2" 29' - 0" 4' - 10 1/2" 4' - 1" 9' - 5" 3' - 7" 7' - 3" 7' - 8 1/2" 2' - 9" 2' - 7 1/2" 7' - 2" 2' - 7 1/2" 5' - 3" 4' - 6" 3' - 6" 3 1/2" 3 1/2" 3 1/2" 3 1/2" G F F H EE EE GAS F.P. BUFFET H " 8 - ' 1 GAS F.P. TV 10' - 5" 1' - 9" 1' - 9" 3' - 0" 3 1/2" 3 1/2" 3 1/2" 83" VANITY 2'-8"X5'-6" PRIMARY BATH 110 12' - 11" x 10' - 1" RECESSED MEDICINE CABINET 4'-2"X5'-6" 3' - 0" 108 35" VANITY W/D PRIMARY W.I.C. 111 10' - 4" x 14' - 5" " 2 / 1 3 " 2 / 1 3 " 2 - ' 4 " 6 - ' 3 " 3 - ' 6 MECHANICAL CHASE CL 105 106 " 1 1 - ' "3 2 / 1 5 " 2 / 1 1 1 - ' 1 " 2 / 1 1 1 - ' 1 PRIMARY BEDROOM 109 14' - 5" x 14' - 5" " 2 / 1 2 - ' 6 " 2 / 1 5 BENCH BB 2' - 0" 3' - 0 3/4" 3' - 0 3/4" 3 1/2" 1' - 1" 3 1/2" 554' - 0 3/4" 2' - 3 1/4" 2' - 3 1/4" 5 1/2" AA 107 K COURTYARD 2' - 7 1/8" 2' - 7 1/8" 4' - 3 1/4" 4' - 3 1/4" 4' - 3 1/4" B LIVING ROOM 106 17' - 6" x 15' - 0" TV XX XX XX XX " 4 / 3 8 - ' 8 " 4 / 3 2 - ' 6 8' - 4 1/2" 5 1/2" 3' - 2" 7' - 3 1/2" 5' - 0" 8' - 8" 1' - 7" 1' - 11" MECHANICAL CHASE 3 1/2" 5 1/2" 3 1/2" 3 1/2" 3 1/2" 9' - 0" WW WW WW WW DN DINING 107 10' - 6" x 19' - 0" 3'-6"X8'-0" TABLE C 5' - 0 1/4" 5' - 5 3/4" 554' - 0 3/4" SCREEN PORCH MECHANICAL CHASE PANTRY 104 8' - 7" x 6' - 0" 103 5' - 10 1/2" 2' - 9 1/2" 4' - 7" CLEAR . F E R " 0 3 . Z R F " 4 2 " 8 1 E N W I . F E R 24" MICROWAVE DRAWER 24" U.C. REF. 30" APPLIANCE STACK 554' - 0 3/4" 4' - 3" CLEAR 9'-0" X 4'-6" ISLAND " 6 - ' 4 DW B 48" DIA. TABLE KITCHEN 105 17' - 10" x 12' - 8" 48" RANGE " 8 - ' 4 R A E L C RETRACTABLE SCREEN 42" BBQ CAR PORT 101 21' - 0" x 11' - 4" 1/8" / 12" SLAB L.P. 553' - 6" " 4 - ' 5 SLAB H.P. 553' - 8 3/4" " 6 - ' 1 POWDER 103 7' - 3" x 6' - 0" " 2 / 1 3 " 0 - ' 2 3' - 6" 3' - 6" 3 1/2" MUDROOM 102 10' - 8" x 7' - 2" DN 101 DN BENCH M " 0 1 - ' 3 EGRESS DOOR CC DD L 104 " 6 - ' 8 " 5 - ' 1 " 4 / 1 1 - ' 2 " 4 / 1 1 - ' 2 " 2 / 1 5 " 2 / 1 3 " 2 / 1 3 " 2 / 1 0 1 - ' 1 " 2 / 1 5 " 6 - ' 4 " 0 - ' 4 " 0 - ' 4 " 0 - ' 4 " 7 - ' 2 " 9 - ' 7 " 8 - ' 6 " 6 - ' 2 " 0 - ' 0 2 " 1 1 - ' 6 1 " 4 - ' 1 1 A304 1 A303 2 A202 1 A302 1 A301 " 2 / 1 6 " 3 - ' 8 3 " 2 / 1 5 87' - 6" " 7 - ' 1 " 1 1 - ' 2 1 MM " 3 - ' 4 " 2 / 1 1 1 - ' 8 " 9 - ' 1 PP UP DN HALL 108 " 2 / 1 3 102 " 2 - ' 2 " 6 - ' 4 " 2 / 1 3 " 1 - ' 6 " 2 / 1 4 - ' 3 " 6 - ' 2 DN 2' - 6" 5' - 0" 2' - 6" 18' - 10" 36' - 6" 10' - 6" 5 1/2" 11' - 8" 5 1/2" 1' - 11 1/2" 3 1/2" 9 1/2" 2' - 9" 8' - 0" 2' - 3" 5' - 10 1/2" 25' - 4" 87' - 6" 4' - 4" 1 A305 2 A305 1 A306 2 A306 1 A203 1 A307 2 A307 1 A308 " 4 - ' 3 " 1 - ' 2 1 " 6 - ' 8 " 6 - ' 2 " 0 1 - ' 1 1 " 3 - ' 8 3 " 9 - ' 1 " 2 / 1 9 - ' 3 " 2 / 1 1 1 - ' 2 1 A304 1 A303 1 A202 1 A302 1 A301 1 FIRST FLOOR 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 08.23.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED FIRST FLOOR PLAN A101 8/23/2024 1:50:28 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 1 A305 20' - 6" 77' - 0" 56' - 6" 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" LL JJ K S E D T F L P U I TT RR 2' - 5 3/4" 3' - 0" 9' - 6 1/4" 565' - 8 5/8" OFFICE 202 19' - 6" x 11' - 1" VV " 9 - ' 1 UU " 2 / 1 9 - ' 3 " 5 - ' 3 202 201 2' - 3" CC DD UP " 2 / 1 7 - ' 3 " 2 / 1 8 - ' 7 " 2 / 1 3 DN ROOF BELOW ROOF BELOW K YY YY YY YY HALL 201 K Q E Q E 204 567' - 7 1/2" BEDROOM 2 204 13' - 11" x 14' - 10" K " 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 W.I.C. 206 206 Q E Q E " 2 / 1 3 205 EQ EQ BATH 2 205 8' - 1" x 9' - 6" 3'-6"X6'-0" " 2 / 1 2 - ' 3 " 9 - ' 1 EQ " 4 - ' 4 207 EQ 48" VANITY " 8 - ' 2 J GG GG BALCONY 567' - 6 3/4" 565' - 7 7/8" SUN TERRACE ROOF BELOW " 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 " 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" 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 08.23.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED SECOND FLOOR PLAN A102 8/23/2024 1:50:29 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 08.23.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED ROOF PLAN A121 8/23/2024 1:50:30 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 AVERAGE GRADE 549' - 11 3/4" 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 " 8 / 1 2 - ' 8 2 I T H G E H G N D L U B I I A STUCCO QQ QQ STUCCO METAL ACCENT WALL CORTEN WALL BRICK BRAKE METAL, PTD BLACK STUCCO B WW WW WW WW BB AA STUCCO VV UU " 8 / 1 2 - ' 8 2 I T H G E H G N D L U B I I LL KK BRICK 2 EAST ELEVATION 1/4" = 1'-0" 1 WEST ELEVATION 1/4" = 1'-0" GUARD RAIL NOTE GUARDS: GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 IN. ABOVE ADJACENT GRADE WITHIN 36 IN. MEASURED HORIZONTALLY AND MUST COMPLY WITH 2021 IRC R312.1 A. HEIGHT: GUARDS SHALL NOT BE LESS THAN 36 IN. HIGH MEASURED VERTICALLY ABOVE ADJACENT WALKING SURFACE. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 IN. MEASURED VERTICALLY. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL, GUARDS SHALL BE NO LESS THAN 34 IN. AND NO MORE THAN 38 INCHES IN HEIGHT MEASURED VERTICALLY. B. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 IN. IN DIAMETER. TRIANGULAR OPENINGS IN THE OPEN SIDE OF A STAIR BETWEEN RISER, TREAD AND BOTTOM RAIL OF GUARD SHALL NOT ALLOW PASSAGE OF A 6 IN. DIAMETER SPHERE. PERGOLA METAL RAILING, PTD BLACK BRAKE METAL, PTD BLACK T/PLATE - 2ND FLR LOWER 575' - 9" STUCCO " 8 / 1 1 - ' 0 1 " 8 / 1 1 - ' 0 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 " 4 / 3 6 - ' 1 GLASS RAILING T/SUBFLOOR - 2ND FLOOR LOWER 565' - 7 7/8" T/PLATE - 1ST FLR LOWER 564' - 1 1/8" BRICK BRAKE METAL, PTD BLACK FIBER CEMENT SIDING CORTEN WALL T/SUBFLOOR - 1ST FLOOR 554' - 0" 553.87' HIGH PT TENT 1 AVERAGE GRADE 549' - 11 3/4" 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 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 08.23.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED EXTERIOR ELEVATIONS A202 8/23/2024 1:50:35 PM 1 A305 2 A305 1 A306 2 A306 1 A307 2 A307 1 A308 STUCCO BRICK RR CC DD K J STUCCO " 8 / 1 2 - ' 8 2 I T H G E H G N D L U B I I L E BRICK D N EE " 0 - ' 2 " 0 - ' 2 " 0 - ' 2 " 0 - ' 2 FIBER CEMENT SIDING BRICK M CC CC DD 550.48' HIGH PT TENT 2 C STUCCO 2' - 0" 2' - 9" 2' - 9" LOCATION OF BRICK SHELF STEPS 548.00' HIGH PT TENT 3 CORTEN WALL GUARD RAIL NOTE GUARDS: GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 IN. ABOVE ADJACENT GRADE WITHIN 36 IN. MEASURED HORIZONTALLY AND MUST COMPLY WITH 2021 IRC R312.1 A. HEIGHT: GUARDS SHALL NOT BE LESS THAN 36 IN. HIGH MEASURED VERTICALLY ABOVE ADJACENT WALKING SURFACE. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 IN. MEASURED VERTICALLY. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL, GUARDS SHALL BE NO LESS THAN 34 IN. AND NO MORE THAN 38 INCHES IN HEIGHT MEASURED VERTICALLY. B. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 IN. IN DIAMETER. TRIANGULAR OPENINGS IN THE OPEN SIDE OF A STAIR BETWEEN RISER, TREAD AND BOTTOM RAIL OF GUARD SHALL NOT ALLOW PASSAGE OF A 6 IN. DIAMETER SPHERE. 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 08.23.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED EXTERIOR ELEVATIONS A203 8/23/2024 1:50:39 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" BRAKE METAL, PTD BLACK " 4 / 3 6 - ' 1 " 8 / 1 1 - ' 9 " 0 - ' 2 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 BRICK METAL RAILING, PTD BLACK T/SUBFLOOR - 1ST FLOOR 554' - 0" BRAKE METAL, PTD BLACK AVERAGE GRADE 549' - 11 3/4" 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" " 8 / 1 1 - ' 0 1 " 4 / 3 6 - ' 1 " 8 / 1 1 - ' 0 1 " 4 / 3 0 - ' 1 1 " 6 - ' 2 GLASS RAILING T/SUBFLOOR - 2ND FLOOR LOWER 565' - 7 7/8" T/PLATE - 1ST FLR LOWER 564' - 1 1/8" BRAKE METAL, PTD BLACK METAL ACCENT WALL BRICK T/SUBFLOOR - 1ST FLOOR 554' - 0" 553.87' HIGH PT TENT 1 CORTEN WALL AVERAGE GRADE 549' - 11 3/4" T/SLAB 542' - 11 1/4" T/FOOTING 540' - 5 1/4" 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 " 8 / 1 2 - ' 8 2 I T H G E H G N D L U B I I STUCCO XX BRICK XX F F G JJ KK K STUCCO 550.48' HIGH PT TENT 2 548.00' HIGH PT TENT 3 GUARD RAIL NOTE GUARDS: GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 IN. ABOVE ADJACENT GRADE WITHIN 36 IN. MEASURED HORIZONTALLY AND MUST COMPLY WITH 2021 IRC R312.1 A. HEIGHT: GUARDS SHALL NOT BE LESS THAN 36 IN. HIGH MEASURED VERTICALLY ABOVE ADJACENT WALKING SURFACE. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 IN. MEASURED VERTICALLY. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL, GUARDS SHALL BE NO LESS THAN 34 IN. AND NO MORE THAN 38 INCHES IN HEIGHT MEASURED VERTICALLY. B. OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 IN. IN DIAMETER. TRIANGULAR OPENINGS IN THE OPEN SIDE OF A STAIR BETWEEN RISER, TREAD AND BOTTOM RAIL OF GUARD SHALL NOT ALLOW PASSAGE OF A 6 IN. DIAMETER SPHERE. 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 08.23.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED EXTERIOR ELEVATIONS A204 8/23/2024 1:50:43 PM 553.87' HIGH PT TENT 1 T/SUBFLOOR - 1ST FLOOR 554' - 0" CORTEN WALL AVERAGE GRADE 549' - 11 3/4" 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date 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" AVERAGE GRADE 549' - 11 3/4" 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"