11.1 - 1003 E 8th St - Drawings — original pdf

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Gross ADU 1003 E. 8th St. Austin, TX 78702 ARCHITECT: Norma Yancey, AIA SIDETRACKED STUDIO, PLLC 1806 Holly St. Austin, Texas 78702 phone: 870.219.6942 norma@sidetracked-studio.com Sharon Love 1003 E. 8th St. Austin, TX 78702 LEGAL DESCRIPTION LOT 2 BLK 1 OLT 2-3 DIV B ROBERTSON GEO L SUBD ZONING INFORMATION SF-3-HD-NP Robertson/Stuart and Mair Local Historic District Central East Austin:Sub District 1 OWNER INFORMATION INDEX OF DRAWINGS G1.0 G1.1 G3.0 A0.0 A0.1 A0.2 A1.0 A1.1 A2.0 A2.1 COVER SHEET PROJECT INFORMATION AND GENERAL NOTES SCHEDULES EXISTING SITE PLAN PROPOSED SITE PLAN VISITABILITY PLAN FLOOR PLANS ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SQUARE FOOTAGE LOT SIZE 9762 SF EXIST. NEW EXEMPT TOTAL FLOOR TO AREA RATIO: BUILDING 1 FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: AREA W/ CEILINGS >15FT: GROUND FLOOR PORCH/PATIO: BASEMENT: ATTIC: GARAGE: CARPORT: ACCESSORY BUILDINGS: TOTAL: 2767 SF/ 9762 SF = 28.34% FLOOR TO AREA RATIO: BUILDING 2 FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: AREA W/ CEILINGS >15FT: GROUND FLOOR PORCH/PATIO: BASEMENT: ATTIC: GARAGE: CARPORT: ACCESSORY BUILDINGS: TOTAL: 1553 SF/ 9762 SF = 15.91% FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: BASEMENT: ATTACHED COVERED PARKING: DETACHED COVERED PARKING: COVERED WOOD DECKS (100%): COVERED PATIO: COVERED PORCH: BALCONY: OTHER (SHED): TOTAL BUILDING AREA: TOTAL BUILDING COVERAGE: DRIVEWAY: SIDEWALKS & STEPS: UNCOVERED PATIO: UNCOVERED WOOD DECKS (50%): AC PADS & CONC FLATWORK: OTHER (RETAINING WALLS, ELEVATED WALKWAY, OVERHANG): EXIST. NEW EXEMPT TOTAL 815 1108 633 0 53 0 0 0 411 0 3020 0 0 0 0 0 0 0 0 0 0 0 815 1108 633 0 411 0 0 0 53 0 109 3129 1388 1169 155 0 160 888 284 0 0 0 0 0 0 0 0 0 0 0 923 630 0 0 203 0 0 0 0 0 1756 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 0 160 872 19 0 0 0 0 53 0 0 0 200 0 253 0 0 0 0 203 0 0 0 0 0 203 923 630 0 0 0 0 0 0 203 0 0 1756 1126 0 0 0 22 9 0 815 1108 633 0 0 0 0 0 211 0 2767 923 630 0 0 0 0 0 0 0 0 1553 1738 1738 633 0 411 0 0 0 256 0 109 4885 2514 1156 155 0 22 25 265 28.34% + 15.91% = 44.25% < 55% FAR ALLOWED BY CODE IMPERVIOUS COVER: EXIST. DEMO NEW TOTAL TOTAL: 4044 1064 1157 4137 4137 SF/ 9762 SF = 42.38% < 45% IMPERVIOUS COVERAGE ALLOWED BY CODE Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT 1 08.27.24 PERMIT RESUBMIT PROJECT NUMBER: 0000 COVER SHEET G1.0 2 ADU - REAR PERSPECTIVE 1 ADU - FRONT PERSPECTIVE GENERAL NOTES 1. THESE CONSTRUCTION DOCUMENTS CONSIST OF ALL DOCUMENTS LISTED ON SHEET G1.0 AND THE INFORMATION ENCLOSED WITHIN. 13. CONTRACTOR TO COORDINATE STAGING AREA LOCATION AND ACCESS ROUTE WITH OWNER IN PRECONSTRUCTION MEETING. 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL COMPLETED WORK. CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING THE PROJECT IN ACCORDANCE WITH ALL PROVISIONS OF ADOPTED CODES, LOCAL AMENDMENTS/RULES, AND STATE REGULATIONS. 4. CONTRACTOR SHALL VERIFY AND CORRELATE ALL DIMENSIONS ON THE JOB SITE. USE DIMENSIONS INDICATED. DO NOT SCALE DRAWINGS. 5. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SITE CONDITIONS AFFECTING WORK UNDER THIS CONTRACT. 6. IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS, OR ACTUAL JOB CONDITIONS WHICH WILL AFFECT THE EXECUTION OF THE WORK AS INTENDED. 7. CONTRACTOR SHALL SUPPLY ALL NECESSARY LABOR AND MATERIAL NECESSARY TO COMPLETE THE WORK DESCRIBED HEREWITHIN. 8. PROVIDE FIRST AID AND FIRE PROTECTION AS REQUIRED BY OSHA. FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH NFPA 10 AND LOCAL FIRE DEPARTMENT REQUIREMENTS. 9. CONTRACTOR SHALL COORDINATE MECHANICAL, PLUMBING, AND ELECTRICAL DIVISIONS WITH OTHER TRADES AFFECTING OR AFFECTED BY SAME. 10. ANY NECESSARY FIRE ALARM SYSTEM WORK SHALL BE PART OF THE GENERAL CONTRACTOR'S CONTRACT. 11. CONTRACTOR SHALL PERFORM ANY WORK WITHIN PUBLIC RIGHT-OF-WAY ACCORDING TO GOV. AGENCY REQUIREMENTS. 12. NOTICE TO ALL SUBCONTRACTORS: IT IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS AND SPECIFICATIONS. THE FACT THAT SOMETHING WAS NOT INDICATED ON YOUR PORTION OF THE DRAWINGS WILL NOT BE ACCEPTABLE AS A REASON FOR AN EXTRA, IF IT CAN BE FOUND ELSEWHERE IN THE DRAWINGS OR SPECIFICATIONS. 14. NO CHANGES IN CONSTRUCTION METHODS, MATERIALS, DETAILS, NOTES, AND SCHEDULES, OR DELETION OF ANY REQUIREMENT SHOWN ON THESE PLANS WILL BE ACCEPTABLE WITHOUT FIRST OBTAINING PERMISSION FROM THE OWNER. 15. THE PLANS, NOTES, AND DRAWINGS HAVE BEEN DEVELOPED WITH THE INTENT OF MEETING OR EXCEEDING THE MINIMUM REQUIRED STANDARDS. SHOULD THE PLANS AND SPECIFICATIONS DISAGREE WITH THEMSELVES, THE GREATER QUALITY OR GREATER QUANTITY SHALL BE PERFORMED OR FURNISHED. 16. AT COMPLETION OF THE PROJECT, A CLOSE OUT PACKAGE IN THE FORM OF A HARD BINDER SHALL BE PRESENTED TO THE OWNER AND WILL INCLUDE COPIES OF PERMITS AND THE CERTIFICATE OF OCCUPANCY, A LIST OF SUB-CONTRACTORS AND PHONE NUMBERS, ALL WARRANTIES AND MANUALS, AND A LIST OF PAINT/STAIN COLORS AND FORMULAS. 17. GENERAL CONTRACTOR AND SUB-CONTRACTOR ARE TO BID THIS PROJECT AS DESIGNED. VALUE ENGINEERING IS WELCOMED IN AN EFFORT TO GET THE BEST VALUE. IF REQUESTED BY THE OWNER, THE GENERAL CONTRACTOR SHALL SUBMIT AN ITEMIZED BID PER THE DRAWING SET AND SUBMIT VALUE ENGINEERING ITEMS SEPARATELY. 18. ALL APPLICABLE TRADES SHALL SUBMIT SHOP DRAWINGS OF ALL MILLWORK AND/OR ANY RELEVANT PRODUCT LITERATURE/SPECIFICATIONS TO THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL. 19. GENERAL CONTRACTOR TO PROVIDE ALL SHOP DRAWINGS TO OWNER AND ARCHITECT FOR REVIEW IN A TIMELY FASHION SO AS TO NOT CREATE ANY DELAYS IN THE CONSTRUCTION SCHEDULE. 20. ALL NEW CONSTRUCTION SHALL BE THOROUGHLY CLEANED AND PAINTED, BOTH EXTERIOR AND INTERIOR AT THE COMPLETION OF THE PROJECT. 21. LAYOUT TILE PATTERNS PRIOR TO INSTALLATION FOR OWNER AND ARCHITECT APPROVAL. 22. SEE FINISH SCHEDULE FOR ALL MATERIALS, FINISHES, AND FIXTURES. 23. WHEREVER THE TERM "ARCHITECT" IS USED IN THE CONTRACT DOCUMENTS, IT REFERS TO SIDETRACKED STUDIO, PLLC. 24. WHERE THE TERMS "APPROVED EQUAL", "OTHER APPROVED", "EQUAL TO", "ACCEPTABLE", OR OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OF THE ARCHITECT. 25. EACH CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR DELIVERY OF EQUIPMENT AND/OR MATERIALS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE RULES AND REGULATIONS GOVERNING WORK ON THE PREMISES. 26. DATE AND TIME OF DELIVERY SHALL BE ESTABLISHED IN CONJUNCTION WITH THE PERSON HAVING JURISDICTION OVER PREMISES (OVERTIME CHARGES AND/OR ANY NECESSARY EXPENSES SHALL BE PAID BY CONTRACTOR REQUIRING SERVICES) 27. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE AND PROVIDE AND INCLUDE IN HIS PROPOSAL THE NECESSARY TEMPORARY FACILITIES WITHIN THE AREA OF CONSTRUCTION FOR EACH PHASE FOR THE STORAGE, STAGING, AND HOUSING OF HIS SUBCONTRACTORS MATERIAL, EQUIPMENT, AND EMPLOYEES, INCLUDING BUT NOT LIMITED TO STORAGE AND STAGING AREAS, TEMPORARY DOORS, AND POWER FOR THE GENERAL USE. CONTRACTOR TO MAKE ALL TEMPORARY CONNECTIONS TO EXISTING UTILITIES IN LOCATIONS ACCEPTABLE TO LOCAL AUTHORITIES HAVING JURISDICTION THERE OF AND PAY ALL COSTS FOR TEMPORARY ELECTRICAL POWER, WATER, AND HEATING. 28. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS AND FIXTURE CUTS TO THE ARCHITECT FOR APPROVAL. ALL SHOP DRAWINGS AND CUTSHEETS SIGNED "APPROVED" SHALL SUPERSEDE ORIGINATING DRAWINGS IN DESIGN APPEARANCE ONLY. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. 29. THE CONTRACTOR SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM LEAVING THE JOB SITE. 30. THE CONTRACTOR SHALL PROPERLY PROTECT THE OWNER'S WORK AND PROPERTY AND ANY ADJOINING PROPERTY FROM ANY DAMAGE CAUSED BY HIS WORK OR WORKMEN AND MUST BE MADE WITHOUT DELAY. PATCHING AND REPLACING OF DAMAGED WORK SHALL BE PAID FOR BY THE CONTRACTOR WHO IS RESPONSIBLE FOR THE DAMAGE. 31. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO THE CLIENT. 32. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS EMPLOYEES. 33. THE USE OF WORDS "PROVIDE" OR "PROVIDED" IN CONNECTION WITH ANY ITEM SPECIFIED, IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT SUCH SHALL BE FURNISHED AND INSTALLED, AND CONNECTED WHERE SO REQUIRED. 34. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. CHANGES IN WORK 35. THE OWNER WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT, EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. CLAIMS FOR EXTRA COST 36. IF THE CONTRACTOR CLAIMS THAT ANY REVISION TO DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE THE ARCHITECT WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTION IN ANY EVENT, BEFORE PROCEEDING TO EXECUTE THE WORK AND THE PROCEDURE SHALL THEN BE AS PROVIDED FOR IN THE CHANGES IN WORK. NO SUCH CLAIMS SHALL BE VALID UNLESS SO MADE. UNLESS OTHERWISE AGREED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 37. ALL CLAIMS FOR ADDITIONAL WORK WILL BE SUBMITTED IN WRITING FOR REVIEW BY ARCHITECT & OWNER AND SHOULD INCLUDE A COMPLETE DESCRIPTION OF WORK BEING PERFORMED, MATERIALS BEING USED, THE CONSTRUCTION SPACE NUMBER OF THE AREA BEING WORKED IN, AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. THE CONTRACTOR AGREES TO PAY ALL TRANSPORTATION CHARGES ON ALL HIS MATERIAL OR EQUIPMENT TO THE POINT OF USE. 38. ALL WORK SHALL COMPLY WITH STATE AND LOCAL BUILDING CODES, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY STANDARDS, OSHA, AND THE BEST TRADE PRACTICES. 39. THE GENERAL CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND TESTS AS SPECIFIED OR REQUIRED BY THE BUILDING DEPARTMENT AND SHALL PAY ALL FEES AND COSTS FOR SAME. THE CONTRACTOR SHALL SECURE ALL BUILDING PERMITS AND UPON COMPLETION OF PROJECT (PRIOR TO FINAL PAYMENT) DELIVER TO THE OWNER A CERTIFICATE OF OCCUPANCY OR USE FROM THE BUILDING AND ZONING DEPARTMENT. ABREVIATIONS AD ADD AFF AHU CJ CL CLG CMU COL CONC CONT COORD CTR DBL DET DIA DIAG DIFF DIM DL DN DS EA EJ ELEC EQ EX EXP EXT FAB FD FF FIN FL FT FURN FURR G GA GC GFI GYP HB HDR HDWR IN INSUL INT KD LAM LB LL MAX MFR MIN AREA DRAIN ADDENDUM ABOVE FINISH FLOOR AIR HANDELING UNIT CONTROL JOINT CENTER LINE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS COORDINATE CENTER DOUBLE DETAIL DIAMETER DIAGONAL DIFFUSER DIMENSION DEAD LOAD DOWN DOWNSPOUT EACH EXPANSION JOINT ELECTRICAL EQUAL EXISTING EXPANSION EXTERIOR FABRICATE FLOOR DRAIN FINISH FLOOR FINISH FLOOR FEET/FOOT FURNISH FURRING GAS GAUGE GENERAL CONTRACTOR GROUND FAULT INTERRUPT GYPSUM WALL BOARD HOUSE BIBB HEADER HARDWARE INCHES/INCH INSULATION INTERIOR KILN-DRIED LAMINATED POUND LIVE LOAD MAXIMUM MANUFACTURER MINIMUM MISC MTL MUL MTD NO/# NTS OA OC OPP OSB PERF PERP PL PLYWD PSF PSI PT RCP RECEPT RECT REF REINF REQ'D RET REV RM RO SCHED SECT SF SHWR SPEC SQ SS STC STD STL STRUCT T T&G TEL TEMP TOW TYP UC UNO UP UTIL VERT VIF WH WP MISCELLANEOUS METAL MULLION MOUNTED NUMBER NOT TO SCALE OVERALL ON CENTER OPPOSITE ORIENTED STRAND BOARD PERFORATED PERPENDICULAR PLATE/PROPERTY LINE PLYWOOD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE-TREATED REFLECTED CEILING PLAN RECEPTACLE RECTANGLE REFERENCE/REFRIGERATOR REINFORCED REQUIRED RETURN REVISION ROOM ROUGH OPENING SCHEDULED SECTION SQUARE FEET/FOOT SHOWER SPECIFICATION SQUARE STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STRUCTURE/STRUCTURAL TEMPERED TONGUE AND GROOVE TELEPHONE TEMPERED/TEMPORARY TOP OF WALL TYPICAL UNDER-COUNTER UNLESS NOTED OTHERWISE UTILITY POLE UTILITY VERTICAL VERIFY IN FIELD WATER HEATER WATERPROOF GENERAL CONDITIONS PROJECT INFORMATION 1. THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, MATERIAL, AND WORKMANSHIP THROUGHOUT. 2. THE CONTRACTOR UPON ACCEPTANCE AND APPROVAL OF THE DRAWINGS ASSUMES FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE NOTES AND DRAWINGS, AND HE WILL BE EXPECTED TO COMPLY WITH THE SPIRIT AS WELL AS THE LETTER IN WHICH THEY WERE WRITTEN. 3. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT ALL REQUIREMENTS IMPLIED BY THE NOTES, DRAWINGS, AND FIELD CONDITIONS HAVE BEEN THOROUGHLY EXAMINED, INVESTIGATED, AND HAVE BEEN ACCOUNTED FOR IN THE PROPOSAL. ANY AND ALL LATER CLAIMS FOR LABOR, EQUIPMENT, AND MATERIALS OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATIONS BEEN MADE WILL NOT BE RECOGNIZED. 4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL NOTES AND/OR ALL WORK ILLUSTRATED OR IMPLIED BY THE NOTES AND DRAWINGS INCLUDED IN THE CONSTRUCTION DOCUMENTS. EACH ITEM THAT THE CONTRACTOR WILL BE ABLE TO COMPLY WITH OR THAT IS EXCLUDED FROM THE CONTRACT FOR CONSTRUCTION SHALL BE SPECIFICALLY OUTLINED IN THEIR PROPOSAL FOR WORK OR ALL LATER CLAIMS FOR ADDITIONAL LABOR AND MATERIALS WILL NOT BE RECOGNIZED. 5. THE CONTRACTOR, HIS SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN HIS PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL- TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. INVOLVED PARTIES: IN THESE DOCUMENTS, "PROJECT" OR "WORK" SHALL REFER TO THE SCOPE OF WORK HEREIN DESCRIBED; "OWNER" SHALL REFER TO SHARON LOVE OR THEIR AUTHORIZED REPRESENTATIVES; "CONTRACTOR" OR "GENERAL CONTRACTOR" SHALL REFER TO THE COMPANY OR INDIVIDUAL THAT ENTERS INTO CONTRACTUAL AGREEMENT WITH OWNER TO PERFORM THE SCOPE OF WORK HEREIN DESCRIBED; AND "ARCHITECT" SHALL REFER TO SIDETRACKED STUDIO, PLLC. LICENSE OF USE/COPYRIGHT NOTICE: ABSENT A WRITTEN AGREEMENT TO THE CONTRARY, AND STRICTLY CONDITIONED ON THE FULL AND TIMELY PAYMENT OF ALLS UMS DUE TO THE ARCHITECT BY THE OWNER UNDER THIS AGREEMENT, UPON THE ARCHITECT'S DELIVERY OF SEALED CONSTRUCTION DRAWINGS TO THE OWNER, THE ARCHITECT GRANTS THE OWNER A NONTRANSFERABLE, NONEXCLUSIVE RIGHT TO CONSTRUCT THE BUILDING DEPICTED IN THE PLANS ONCE AND ONLY ONCE, AND ONLY ON THE SITE IDENTIFIED BY THE PLANS. BUILDING CODES: 2021 INTERNATIONAL RESIDENTIAL CODE 2021 NATIONAL ELECTRICAL CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL FIRE CODE 2021 UNIFORM MECHANICAL CODE AND ALL APPLICABLE CITY OF AUSTIN AMENDMENTS USE: SINGLE FAMILY RESIDENTIAL Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT PROJECT NUMBER: 0000 PROJECT INFORMATION AND GENERAL NOTES G1.1 SITE NOTES & TREE PROTECTION 1. CONTRACTOR TO ASSURE THAT THE ROOT ZONES OF ALL TREES ARE ADEQUATELY PRESERVED, TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. 2. CONTRACTOR TO PROVIDE TREE PROTECTION FENCING FOR ALL PROTECTED TREES ON SITE. TREE PROTECTION FENCING MUST PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA AS MUCH OF THE CRZ AS IS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN- LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRZ, AN EIGHT-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WITH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. 3. FOOT TRAFFIC IS CONSIDERED A ROOT ZONE DISTURBANCE. CONTRACTOR TO PROVIDE 2X4 OR GREATER PLANKS (6FT TALL MINIMUM) TO BE STRAPPED SECURELY AROUND PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. 4. ANY DEMOLITION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES ON OR ADJACENT TO THE SITE MUST BE DONE WITH HAND TOOLS TO AVOID DAMAGING ROOTS OF TREES. 5. ALL UTILITY TRENCHING WITHIN THE 1/2 CRZ MUST BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5"+ IN DIAMETER. ALL PAID RECEIPTS FOR THIS WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 6. CONTRACTOR TO WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND NEAR ROOTS OF TREES DURING CONCRETE WORK. 7. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, CONTRACTOR TO PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED CONTRACTOR TO SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3" WITHIN ROOT ZONES. ALL EXPOSED AREAS OF ROOT ZONE BETWEEN THE FENCE AND CONSTRUCTION MUST RECEIVE EIGHT INCHES OF SHREDDED HARDWOOD MULCH TO LIMIT ROOT/SOIL COMPACTION. IF ANY EXPOSED ROOTS ARE WITHIN THE ACCESS/PATHWAY, A BRIDGING SYSTEM (2X4 AND 3/4" PLYWOOD) WILL BE REQUIRED TO BE PLACED ON TOP SO THAT THEY ARE NOT IMPACTED. MULCH DENOTED BY CROSS HATCH PATTERN TREE FENCE MAY BE OFFSET FROM THE PROPOSED CONSTRUCTION A MAX OF 5FT TO PROVIDE ROOM FOR ACCESS/WORK ONCE THE EXTERIOR WALLS ARE CONSTRUCTED. ALL EXPOSED AREAS OF ROOT ZONE BETWEEN THE FENCE AND CONSTRUCTION MUST RECEIVE EIGHT INCHES OF SHREDDED HARDWOOD MULCH TO LIMIT ROOT/SOIL COMPACTION. IF ANY EXPOSED ROOTS ARE WITHIN THE ACCESS/PATHWAY, A BRIDGING SYSTEM (2X4 AND 3/4" PLYWOOD) WILL BE REQUIRED TO BE PLACED ON TOP SO THAT THEY ARE NOT IMPACTED. MULCH DENOTED BY CROSS HATCH PATTERN EX. AC PADS TO REMAIN; 16 SF -X- DENOTES TREE PROTECTION FENCING TO PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA OR AS MUCH AS OF THE CRZ AS IS PRACTICAL WITHIN THE LIMITS OF CONSTRUCTION. FENCING TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ETNIRE 1/2 CRZ, AN EIGHT INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. MULCH DENOTED BY CROSS HATCH PATTERN. EX. RETAINING WALL TO REMAIN; 6 SF EX. CONC. FLATWORK TO BE REMOVED; 85 SF 525' E 524' 0 ' 3 5 9 ' 2 5 8 2 5 7 2 5 6 2 5 EX. CURB CUT AND APRON TO REMAIN EX. OVERHANG ABOVE TO REMAIN; 26 SF EX. RETAINING WALL TO REMAIN; 31 SF EX. SIDEWALK TO REMAIN EX. CONCRETE FLATWORK TO BE REMOVED; 79 SF S 69°35'12" E 70.73' EX. SIDEWALK TO REMAIN; 104 SF UP X X X EX. CONC. STEPS TO REMAIN; 35 SF EX. RETAINING WALL TO REMAIN; 38 SF EX. CONCRETE FLATWORK TO BE REMOVED; 19 SF 529' 20.25" DIA. PECAN 528' 25FT FRONT YARD SETBACK 3' X 3' PORTABLE TOILET LOCATED OUTSIDE OF FULL CRZ OF ADJACENT PROTECTED TREES CONCRETE WASHOUT LOCATION: CONTRACTOR TO LOCATE AS SHOWN OUTSIDE OF FULL CRZ OF ADJACENT PROTECTED TREES EX. ELEVATED WALKWAY TO REMAIN; 73 SF EX. CONC. PAVER TO BE REMOVED; 4 SF EX. ELEVATED FRONT PORCH TO REMAIN; 53 SF EX. CONCRETE FLATWORK TO BE REMOVED; 20 SF 5 2 5 Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. EX. CONC. PAVERS TO BE REMOVED; 312 SF 2 0 Y A R D D U M P S T E R EX. DRIVEWAY TO REMAIN; 1156 SF EX. RESIDENCE- BASEMENT; 815 SF EX. CARPORT; 411 SF 8X8 MATERIAL STAGING X X X X X X U.G. X X X X U.G. X X X X 21" DIA. PECAN X C/O X X X EX. CONC. PAVERS TO BE REMOVED; 339 SF X X 5 F T I N T E R I O R Y A R D S E T B A C K X X X X X EX. WOOD DECK TO BE REMOVED; 160 SF (COUNTED AT 50%) X X EX. RETAINING WALL TO REMAIN; 24 SF EX. RETAINING WALL TO BE REMOVED; 6 SF EX. SHED; 109 SF 10 FT REAR YARD SETBACK EX. CONC. STEPS TO REMAIN; 16 SF EX. STONE WALL TO REMAIN; 15 SF EX. STONE WALL TO REMAIN; 52 SF O.H. O.H. U.G. 520' EX. UNDERGROUND ELEC SERVICE TO BE RE-ROUTED U.G. EX. CONC. PAVERS TO BE REMOVED; 14 SF EX. TRELLIS TO BE REMOVED EX. RETAINING WALL TO BE REMOVED; 13 SF 519' EX. ELEC SERVICE RACK TO BE RELOCATED 518' O.H. EX. WOOD PLANTER TO BE REMOVED S 0 9 524 ° 5 4 ' 4 7 " 523' W 522' 1 4 0 . 3 521' 8 ' 5 F T I N T E R I O R Y A R D S E T B A C K U.G. O.H. O.H. O.H. O.H. PORTION OF DRIVEWAY TO BE REMOVED; 13 SF 517' 516' 515' 514' 513' U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT PROJECT NUMBER: 0000 EXISTING SITE PLAN A0.0 1 EXISTING SITE PLAN 1/8" = 1'-0" EDGE OF ALLEY N 69°35'12" W 70.73' O.H. 517' 516' 514' 513' O.H. UP 515' W.M. GAS W GAS W W X GAS 1 ' 3 5 X X X X X X X 530' GAS X X W W GAS X GAS X GAS X W X W W W GAS X GAS X GAS X X GAS X X G.M. X 528' X X X X AC AC 527' 526' N 0 9 ° 5 4 ' 4 525' 7 " 1 4 0 . 3 8 ' 524' 523' 522' 521' 520' 519' 518' SITE NOTES & TREE PROTECTION 1. CONTRACTOR TO ASSURE THAT THE ROOT ZONES OF ALL TREES ARE ADEQUATELY PRESERVED, TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. 2. CONTRACTOR TO PROVIDE TREE PROTECTION FENCING FOR ALL PROTECTED TREES ON SITE. TREE PROTECTION FENCING MUST PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA AS MUCH OF THE CRZ AS IS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN- LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRZ, AN EIGHT-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WITH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. 3. FOOT TRAFFIC IS CONSIDERED A ROOT ZONE DISTURBANCE. CONTRACTOR TO PROVIDE 2X4 OR GREATER PLANKS (6FT TALL MINIMUM) TO BE STRAPPED SECURELY AROUND PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT. 4. ANY DEMOLITION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES ON OR ADJACENT TO THE SITE MUST BE DONE WITH HAND TOOLS TO AVOID DAMAGING ROOTS OF TREES. 5. ALL UTILITY TRENCHING WITHIN THE 1/2 CRZ MUST BE AIR SPADED BY A CERTIFIED ARBORIST FOR THE TOP 30" TO AVOID CUTTING ROOTS 1.5"+ IN DIAMETER. ALL PAID RECEIPTS FOR THIS WORK WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 6. CONTRACTOR TO WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND NEAR ROOTS OF TREES DURING CONCRETE WORK. 7. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, CONTRACTOR TO PROVIDE 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED CONTRACTOR TO SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3" WITHIN ROOT ZONES. ADD SECOND METER TO SERVE PROPOSED ADU EX. RETAINIGN WALL TO REMAIN; 31 SF EX. OVERHANG ABOVE TO REMAIN; 26 SF 0 ' 3 5 W W 9 ' 2 5 8 2 5 7 2 5 6 2 5 W W W W W W W EX. SIDEWALK TO REMAIN EX. CURB CUT AND APRON TO REMAIN W W W S 69°35'12" E 70.73' EX. SIDEWALK TO REMAIN; 104 SF 530' GAS X EX. CONC. STEPS TO REMAIN; 35 SF EX. RETAINING WALL TO REMAIN; 38 SF W.M. W.M. GAS W GAS W W X GAS 1 ' 3 5 X X X X X X X 1/4 CRZ 529' 20.25" DIA. PECAN 528' 1/2 CRZ X X X X 530' - 4" TENT 01 HIGH PT. X W W GAS X GAS X GAS X W X W W W GAS X GAS X GAS X X GAS X X G.M. X 528' AC AC 527' 526' UP X X X 25FT FRONT YARD SETBACK EX. RESIDENCE- BASEMENT; 815 SF GAS W GAS W GAS W GAS W GAS GAS W EX. ELEVATED WALKWAY TO REMAIN; 73 SF EX. ELEVATED FRONT PORCH TO REMAIN; 53 SF 5 2 5 W GAS GAS W W GAS NEW GAS LINE NEW WATER LINE W GAS W GAS W GAS 5 F T I N T E R I O R W GAS W GAS W GAS Y A R D S E T B A C K 17' - 0" OFF-STREET PARKING #1 EX. CARPORT; 411 SF OFF-STREET PARKING #2 " 6 - ' 8 " 6 - ' 8 EX. DRIVEWAY TO REMAIN; 1169 SF 8' - 6" FULL CRZ ALL EXPOSED AREAS OF ROOT ZONE BETWEEN THE FENCE AND CONSTRUCTION MUST RECEIVE EIGHT INCHES OF SHREDDED HARDWOOD MULCH TO LIMIT ROOT/SOIL COMPACTION. IF ANY EXPOSED ROOTS ARE WITHIN THE ACCESS/PATHWAY, A BRIDGING SYSTEM (2X4 AND 3/4" PLYWOOD) WILL BE REQUIRED TO BE PLACED ON TOP SO THAT THEY ARE NOT IMPACTED. MULCH DENOTED BY CROSS HATCH PATTERN TREE FENCE MAY BE OFFSET FROM THE PROPOSED CONSTRUCTION A MAX OF 5FT TO PROVIDE ROOM FOR ACCESS/WORK ONCE THE EXTERIOR WALLS ARE CONSTRUCTED. ALL EXPOSED AREAS OF ROOT ZONE BETWEEN THE FENCE AND CONSTRUCTION MUST RECEIVE EIGHT INCHES OF SHREDDED HARDWOOD MULCH TO LIMIT ROOT/SOIL COMPACTION. IF ANY EXPOSED ROOTS ARE WITHIN THE ACCESS/PATHWAY, A BRIDGING SYSTEM (2X4 AND 3/4" PLYWOOD) WILL BE REQUIRED TO BE PLACED ON TOP SO THAT THEY ARE NOT IMPACTED. MULCH DENOTED BY CROSS HATCH PATTERN EX. AC PADS TO REMAIN; 16 SF " 0 - ' 0 4 1 0 T N E T -X- DENOTES TREE PROTECTION FENCING TO PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA OR AS MUCH AS OF THE CRZ AS IS PRACTICAL WITHIN THE LIMITS OF CONSTRUCTION. FENCING TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ETNIRE 1/2 CRZ, AN EIGHT INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. MULCH DENOTED BY CROSS HATCH PATTERN. 525' - 5 1/4" 525' TENT 02 HIGH PT. EX. RETAINING WALL TO REMAIN; 6 SF 525' 524' C/O X X X X X UNCOVERED WD DECK; 22 SF (COUNTED AT 50%) UG UG UG UG 523' W OFF-STREET PARKING #3 UG W " 0 - ' 7 1 X UG X X 5' - 0" X X X " 0 - ' 5 522' - 8 1/4" HIGH ADJ. GRADE X X X X 5 F T I N T E R I O R X Y A R D S E T B A C K X X EX. RETAINING WALL TO REMAIN; 24 SF X X X X 21" DIA. PECAN 5' - 0" X X " 0 - ' 5 5' - 0" X X X NEW COVERED PORCH; 203 SF NEW ADU 1ST FLR: 923 SF 2ND FLR: 630 SF DW W GAS S 0 9 524 W ° 5 4 ' 4 7 " W GAS GAS 522' W UG W UG 1 4 GAS 0 . 3 8 521' GAS ' UG GAS 520' UG AC GAS UG GAS UG GAS G.M. UG 519' 518' UG UG UG 517' 10' - 6 3/4" NEW UNDERGROUND ELEC TO SERVE EXISTING RESIDENCE NEW AC PAD; 9 SF " 0 - ' 0 4 2 0 T N E T " 4 / 3 8 - ' 9 2 3 0 T N E T N 0 9 ° 5 4 ' 4 524' 7 " E 523' 1 4 0 . 3 8 ' 522' 520' - 4" TENT 03 HIGH PT. 521' 520' 519' 518' 10 FT REAR YARD SETBACK EX. SHED; 109 SF EX. CONC. STEPS TO REMAIN; 16 SF EX. STONE WALL TO REMAIN; 15 SF EDGE OF ALLEY 517' 516' N 69°35'12" W 70.73' 514' UP 515' EX. STONE WALL TO REMAIN; 52 SF 516' - 11 1/4" LOW ADJ. GRADE E.M. OH OH 516' UG UG UG OH OH OH " 2 / 1 8 - ' 4 1 WW WW WW OH OH OH 513' 515' RELOCATED SERVICE 514' 513' 1 PROPOSED SITE PLAN 1/8" = 1'-0" Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT 08.27.24 PERMIT RESUBMIT 1 PROJECT NUMBER: 0000 1 PROPOSED SITE PLAN A0.1 VISITABILITY NOTES EXTERIOR ROUTE: POINT OF ORIGIN: DRIVEWAY ELEVATION: 523' - 0" VISITABLE ENTRANCE: DOOR #1 VISIABLE ROUTE: FINISH FLOOR ELEVATION: 523'-0" WALK FROM DRIVEWAY TO O. BATH DRIVEWAY ELEVATION: 523'-0" FROM DRIVEWAY TO DOOR #9: 37'-11 3/4", 0% SLOPE VISITABLE ENTRANCE: DOOR #1 1. ACTUAL WIDTH: 36", MINIMUM CLEAR WIDTH: 34" 2. FLUSH THRESHOLD INTERIOR COMPLIANCE: BATHROOM ROUTE: DRIVEWAY, LIVING, KITCHEN, OFFICE, OFFICE BATH 1. MINIMUM CLEAR WIDTH OF 32" 2. THRESHOLDS AND TRANSITIONS SHALL BE FLUSH VISITABLE BATHROOM: 1. 30" X 30" CLEAR SPACE 2. MINIMUM CLEAR OPENING OF 30" AT DOOR #9 3. LATERAL 2X6 WOOD BLOCKING SHALL BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS, CENTERLINE OF BLOCK AT 34" A.F.F. EXCEPT FOR PORTION OF WALL LOCATED DIRECTLY BEHIND THE LAVATORY. ELECTRICAL: 1. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL. 2. OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FLOOR LEVEL EXCEPT FOR FLOOR OUTLETS. FULL CRZ CARPORT 1/2 CRZ 1/4 CRZ 523' - 0" 1 UP 5 WOOD PANEL ENTRY DOOR ENTRY FLOOR FLUSH WITH LANDING 2 LIVING V T 13 INTERIOR/EXTERIOR 4 STO. 2 THRESHOLD DTL 3" = 1'-0" TR DW CAT BOWLS KITCHEN 11 PANTRY RFG 3 MURPHY BED OFFICE 9 30"X30" O. BATH 10 CLO. 1 VISITABILITY PLAN 1/4" = 1'-0" Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT PROJECT NUMBER: 0000 VISITABILITY PLAN A0.2 WALL LEGEND EXISTING WALL TO REMAIN NEW FRAMED WALL BOARD-FORMED CONCRETE WALL WALL TO BE DEMOLISHED B B B B C " 2 / 1 1 1 - ' 0 3 " 2 / 1 9 - ' 0 1 " 0 1 - ' 0 1 " 6 - ' 1 " 0 1 - ' 7 17' - 9" 11' - 0 1/2" 6' - 8 1/2" B B B C PELETON 3 /A4.2 DN 1 /A4.2 HALL FLOORING 01 2 . 4 A / 4 2 . 4 A / 2 " 0 - ' 3 2 . 4 A / 6 2 . 4 A / 8 /A4.2 5 Y R D N U A L 6 0 E L I T 7 /A4.2 D W 12 6 7 BEDROOM FLOORING 01 1 /A4.3 3 . 4 A 4 / 3 . 4 A 2 / 3 /A4.3 C 5' - 0 1/2" 1' - 7 1/2" 1' - 2" " 2 1 / 1 1 - ' 0 3 S S E R G E 2' - 8 1/2" 7' - 10 1/4" 2' - 8 1/2" 4'-6" x 4'-8" H C N E B E H C N I 9 /A4.3 3 . 4 A 2 1 / 3 . 4 A 0 1 / " 6 - ' 5 11 /A4.3 TV SHELVES SHELVES 3 /A4.4 4 . 4 A 4 / 1 /A4.4 CLOSET FLOORING 01 4 . 4 A 2 / 8 R 1 S 1 / 2S/2R 2S/2R BATH TILE 02 LINEN 7 /A4.3 3 . 4 A 8 / 5 /A4.3 3 . 4 A 6 / HIGH WINDOWS 14' - 0 1/4" 8' - 9 1/4" 22' - 9 1/2" " 5 - ' 7 " 2 / 1 4 - ' 3 " 2 1 / 1 1 - ' 6 " 2 1 / 8 - ' 7 " 9 - ' 7 1 " 2 1 / 2 - ' 3 1 CARPORT 21" DIA. PECAN 1 . 2 A 2 / " 0 - ' 0 1 " 2 1 / 2 - ' 1 3 " 5 - ' 2 1 " 0 - ' 4 1 DECKING 01 14' - 6" FULL CRZ 4' - 0 1/4" 1 /A2.0 20' - 7 1/4" 1/2 CRZ 1/4 CRZ 4' - 0" 17' - 10 1/2" 2' - 8 3/4" B 1 18R @ 7.75" " 1 - ' 3 UP T R A 5 " 9 - ' 1 " 4 / 1 0 1 - ' 5 " 2 / 1 5 - ' 6 V T E C A L P E R F I 4 T R A 1 1 9 V T BIKE 13 WH 5' - 0 1/2" 10"D SHLVS STO. FLOORING 01 LITTER BOX BROOM/ VAC SHELVES I 1 0 G N R O O L F Y R T N A P E N W I S E V L E H S " 2 1 / 1 - ' 8 SHELVES 1 /A4.1 1 . 4 A 4 / 3 /A4.1 1 . 4 A 2 / " 6 - ' 3 4 " 2 1 / 7 - ' 4 " 2 1 / 6 - ' 8 " 2 / 1 5 - ' 4 G S W O D N W H G H I I F O. BATH TILE 04 10 CLO. FLOORING 01 SHLVS 2S/2R 5' - 10" 16' - 9" LIVING FLOORING 01 1 /A4.0 3 /A4.0 " 2 / 1 3 - ' 6 1 0 . 4 A 2 / 0 . 4 A 4 / 2 A TR DW 0 . 4 A 6 / CAT BOWLS 6' - 11 1/2" 2' - 1" 1' - 0" 5 /A4.0 KITCHEN FLOORING 01 7 /A4.0 MWV/ OVEN RFG MURPHY BED " 2 1 / 0 1 - ' 4 " 4 3 / 5 - ' 3 3 S S E R G E 2' - 0" C B C 13 /A4.1 1 . 4 A 6 1 / 4 1 1 / . 4 A OFFICE FLOORING 01 /A4.1 15 B C 14' - 6 1/2" 2' - 5" 20' - 4 1/2" /A4.1 5 1 . 4 A 8 / 1 . 4 A 6 / 7 /A4.1 0 . 2 A 2 / 9 /A4.1 11 /A4.1 1 . 4 A 2 1 / 1 . 4 A 0 1 / Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT 08.27.24 PERMIT RESUBMIT 1 1 PROJECT NUMBER: 0000 FLOOR PLANS A1.0 FIRST FLOOR: 923 SF SECOND FLOOR: 630 SF TOTAL: 1553 SF 2 SECOND FLOOR 1/4" = 1'-0" 1 /A2.1 1 FIRST FLOOR 1/4" = 1'-0" Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT 08.27.24 PERMIT RESUBMIT 1 PROJECT NUMBER: 0000 1 ROOF PLAN A1.1 AWNING BELOW 2 1 : 5 . 0 ROOFING 01 2:12 ROOFING 01 3:12 ROOFING 01 2 1 4 : 1 0 G N F O O R I Y E L L A V ROOFING 01 E G D R I 10.8:12 10.8:12 3:12 ROOFING 01 1 ROOF PLAN 1/4" = 1'-0" TENT 03 HIGHPOINT 520' - 4" 2 EAST ELEVATION 1/4" = 1'-0" TENT 02 TENT 03 SHED ROOF EXCEPTION 2' - 11 3/4" ROOFING 01 SIDING 01 " 4 / 1 4 - ' 8 F O O R D E H S R O F . T P G N R P S I C F G TENT 02 HIGHPOINT 525' - 5 1/4" 13 TENT 02 TENT 03 1 TENT 02 HIGHPOINT 525' - 5 1/4" SHED ROOF EXCEPTION 1 0.8:1 2 1 0.8:1 2 SIDING 01 4 5 . 0 0 ° " 0 - ' 2 3 C B B B " 0 - ' 7 1 " 0 - ' 5 1 2ND FLR CLG 543' - 6 1/2" 2ND FLR F.F.E. 534' - 6 1/2" CLG HT. 533' - 0" " 0 - ' 9 " 2 / 1 6 - ' 1 " 0 - ' 0 1 1ST FLR F.F.E. 523' - 0" AVG. ADJ. GRADE 519' - 9 3/4" 2ND FLR CLG 543' - 6 1/2" 2ND FLR F.F.E. 534' - 6 1/2" CLG HT. 533' - 0" 1ST FLR F.F.E. 523' - 0" AVG. ADJ. GRADE 519' - 9 3/4" " 2 / 1 4 - ' 8 2 E D A R G . J D A . G V A T A . T H G D L B 1 NORTH ELEVATION 1/4" = 1'-0" TENT 03 HIGHPOINT 520' - 4" AVG. ADJ. GRADE 519' - 9 3/4" Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT 08.27.24 PERMIT RESUBMIT 1 1 PROJECT NUMBER: 0000 EXTERIOR ELEVATIONS A2.0 TENT 02 TENT 03 SIDING 01 B B B B C EGRESS 2 A C B C TENT 02 HIGHPOINT 525' - 5 1/4" EGRESS 2 WEST ELEVATION 1/4" = 1'-0" " 0 - ' 9 " 2 / 1 6 - ' 1 " 0 - ' 0 1 2ND FLR CLG 543' - 6 1/2" 2ND FLR F.F.E. 534' - 6 1/2" CLG HT. 533' - 0" 1ST FLR F.F.E. 523' - 0" AVG. ADJ. GRADE 519' - 9 3/4" EXTERIOR ELEVATION NOTES 1. 2. 3. CONTRACTOR TO PREP/REPAIR EXISTING SIDING AS NEEDED AND PAINT. EXISTING BRICK TO REMAIN. CONTRACTOR TO REPAIR/REPOINT AS NEEDED. CONTRACTOR TO REPAIR EXISTING PARGING AS NEEDED. Sidetracked Studio 6521 Burnet Ln. Ste.105 Austin, Texas 78757 870 219 6942 08.27.24 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. TENT 03 HIGHPOINT 520' - 4" TENT 03 SHED ROOF EXEMPTION SIDING 01 1 0.8:1 2 1 0.8:1 2 H 3 : 1 2 3 : 1 2 B C " 0 - ' 9 " 2 / 1 6 - ' 1 " 0 - ' 0 1 2ND FLR CLG 543' - 6 1/2" 2ND FLR F.F.E. 534' - 6 1/2" CLG HT. 533' - 0" 1ST FLR F.F.E. 523' - 0" AVG. ADJ. GRADE 519' - 9 3/4" 1 SOUTH ELEVATION 1/4" = 1'-0" U D A s s o r G 2 0 7 8 7 X T , n i t s u A . t S h t 8 . E 3 0 0 1 DATE ISSUED FOR 03.13.2023 FOR PERMIT 08.27.24 PERMIT RESUBMIT 1 TENT 03 HIGHPOINT 520' - 4" PROJECT NUMBER: 0000 EXTERIOR ELEVATIONS A2.1 1