D.13.2 - 1109 Travis Heights Blvd - Plans — original pdf

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Walker Residence 1109 Travis Heights Blvd., Austin TX 78704 OWNER INFORMATION INDEX OF DRAWINGS G1.0 G1.1 G3.1 D1.0 A0.0 A0.1 A0.1a A1.0 A1.1 A2.0 A2.1 A2.3 A2.4 COVER SHEET PROJECT INFO & GENERAL NOTES WINDOW & DOOR SCHEDULES DEMOLITION PLANS SITE PLAN - EXISTING SITE PLAN - PROPOSED BUILDING TENT EXHIBIT FIRST & SECOND FLOOR PLANS ROOF PLANS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR PERSPECTIVES EXTERIOR ELEVATIONS ARCHITECT: Norma Yancey, AIA SIDETRACKED STUDIO, PLLC 1806 Holly St. Austin, Texas 78702 phone: 512.774.4261 norma@sidetracked-studio.com Adam Walker 1109 Travis Heights Blvd. Austin, TX 78704 LEGAL DESCRIPTION LOT 31&32 BLK 28 TRAVIS HEIGHTS ZONING INFORMATION SF-3-NP Zoning Case: C14-05-0139 Zoning Ordinance (Mostly after 2000): Zoning Overlays: 99-0225-70(b) 20050929-Z003 NEIGHBORHOOD PLANNING AREA SOUTH RIVER CITY Greater South River City Combined NPA RESIDENTIAL DESIGN STANDARDS FLOOR TO AREA RATIO: EXIST. NEW EXEMPT TOTAL 3,385 SF/ 13,996 SF = 24.2% < 40% FAR ALLOWED BY CODE 1354 1211 IMPERVIOUS COVER: EXIST. NEW TOTAL FAR CALCULATION LOT SIZE: 13,996 SF FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: AREA W/ CEILINGS >15FT: GROUND FLOOR PORCH: BASEMENT: ATTIC: GARAGE (DETACHED): CARPORT: ACCESSORY BUILDINGS: TOTAL: 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: TOTAL BUILDING AREA: TOTAL BUILDING COVERAGE: DRIVEWAY: SIDEWALKS & STEPS: UNCOVERED PATIO: UNCOVERED WOOD DECKS (50%): AC PADS & CONC FLATWORK: OTHER: SITE WALLS, CONC LANDINGS AND STEPS 1256 1079 - - 416 - - 491 - - 3242 1256 1079 - - - 491 - - 416 - - 3242 2163 699 232 0 - 0 32 544 411 - - 345 - - 54 - - 544 411 - - - 54 - - 345 - - 1354 943 0 - 259 - 18 119 TOTAL: 3126 1339 4,465 SF/ 13,996 SF = 31.9% < 45% IMPERVIOUS COVERAGE ALLOWED BY CODE 0 0 - - 761 - - 450 - - 1800 1490 - - 0 - - 95 - - 3385 1800 1490 - - - 545 - - 761 - - 4596 3106 699 232 259 - 18 151 4465 Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l i l . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 02.09.21 FOR PERMIT PROJECT 0000 COVER SHEET G1.0 1 FRONT PERSPECTIVE 23. WHEREVER THE TERM "ARCHITECT" IS USED IN THE CONTRACT DOCUMENTS, IT REFERS TO SIDETRACKED STUDIO, PLLC. 31. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL TURNED OVER TO THE CLIENT. ABBREVIATIONS GENERAL CONDITIONS PROJECT INFORMATION 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. 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 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. 32. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS EMPLOYEES. 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. 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. INVOLVED PARTIES: IN THESE DOCUMENTS, "PROJECT" OR "WORK" SHALL REFER TO THE SCOPE OF WORK HEREIN DESCRIBED; "OWNER" SHALL REFER TO ADAM WALKER 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: 2012 INTERNATIONAL RESIDENTIAL CODE 2012 NATIONAL ELECTRICAL CODE 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2012 UNIFORM MECHANICAL CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE & COA AMENDMENTS USE: SINGLE FAMILY RESIDENTIAL Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l l i . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 02.09.21 FOR PERMIT PROJECT 0000 PROJECT INFO & GENERAL NOTES G1.1 Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l i l . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 02.09.21 FOR PERMIT PROJECT 0000 WINDOW & DOOR SCHEDULES G3.1 MARK WIDTH HEIGHT OPERATION COMMENTS WINDOW SCHEDULE 3' - 11 1/2" 2' - 8" 2' - 8" 2' - 6" 2' - 6" 2' - 6" 3' - 0" 2' - 9" 2' - 9" 3' - 11 1/2" 2' - 0" 1' - 4" 3' - 4" 5' - 6 1/2" 5' - 9" 5' - 9" 5' - 9" 5' - 9" 4' - 8" 1' - 2" 5' - 9" 5' - 9" 5' - 9" 4' - 0" 2' - 0" 4' - 0" DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG FIXED DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG SKYLIGHT LOUVERS ROOF HATCH TO BE REPAIRED/RESTORED 3 0VER 3 TOP SASH TO BE REPAIRED/RESTORED 3 OVER 3 TOP SASH TO BE REPAIRED/RESTORED TRANSOM 3 OVER 3 TOP SASH TO BE REPAIRED/RESTORED TO BE REPAIRED/RESTORED VELUX HATCH WINDOW NOTES: 1. EXISTING WINDOWS TO BE AUDITED BY CONTRACTOR. REPAIR/REMEDIATE AS NEEDED. 2. ALL NEW WINDOWS TO BE MARVIN ULTIMATE SERIES; BLACK EXTERIOR, PRIMED INTERIOR. MARK WIDTH HEIGHT THICKNESS HEAD DETAIL JAMB DETAIL HARDWARE COMMENTS DOOR SCHEDULE AE B BE C CE D F G GE HE K M N 1E 2E 3 4 5 6E 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 6" 2' - 8" 5' - 0" 2' - 8" 2' - 6" 2' - 8" 3' - 4" 5' - 0" 3' - 0" 2' - 8" 3' - 0" 2' - 8" 5' - 0" 2' - 8" 2' - 8" 16' - 0" 7' - 6" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 7' - 6" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 7' - 0" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 1/2" RESTORE, REPAINT RESTORE, REPAINT FULL LITE, 2X5 FULL LITE; 2X5 FULL LITE, 2X5 RESTORE, RESTAIN AS NEEDED HALF LITE POCKET DOOR HALF LITE POCKET DOOR 5-PANEL, POCKET DOOR 5-PANEL 5-PANEL 5-PANEL, POCKET DOOR 5-PANEL, POCKET DOOR 5-PANEL 5-PANEL, POCKET DOOR 5-PANEL 5-PANEL, POCKET DOOR 5- PANEL DOUBLE 5-PANEL 5-PANEL 5-PANEL 5-PANEL, POCKET DOOR 5-PANEL, BY-PASS 5-PANEL, DOUBLE POCKET DOOR 5- PANEL 5-PANEL, POCKET DOOR 5-PANEL 5-PANEL, BY-PASS 5-PANEL 5-PANEL GARAGE DOOR; WOOD PANELING DOOR NOTES: 1. EXISTING DOORS TO REMAIN TO BE AUDITED BY CONTRACTOR. REPAIR/REMEDIATE AS NEEDED. 2. NEW EXTERIOR DOORS TO BE MARVIN ULTIMATE SERIES. 3. ALL NEW INTERIOR DOORS TO BE TRUSTILE SOLID CORE DOORS; 5-PANEL. 2' - 0 1/4" 3' - 4 1/4" 1' - 10 1/4" 2' - 10" " 4 / 1 4 - ' 7 " 4 / 1 5 - ' 8 REMOVE ALL FIXTURES AND FINISHES THIS ROOM REMOVE ALL FIXTURES AND FINISHES THIS ROOM EX. ADDITION TO BE DEMOLISHED; RE:1/A0.0 CONTRACTOR TO REMOVE EX. ALUM. SIDING FROM EXTERIOR OF MAIN HOUSE TO EXPOSE EX. STUCCO FACADE BENEATH REMOVE REAR ADDITION W D 2' - 0 1/4" 13' - 7 1/4" " 2 / 1 3 " 4 / 1 4 " 6 - ' 2 " 2 / 1 2 - ' 8 REMOVE EX. WD FLOOR, ALL MILLWORK, AND APPLIANCES THIS ROOM REMOVE ALL FIXTURES AND FINISHES THIS ROOM EX. FLOOR, TRIM, WAINSCOT, CEILING BEAMS, BUILT-INS AND FIREPLACE TO REMAIN. CONTRACTOR TO COVER AND PROTECT DURING DEMOLITION " 2 / 1 9 - ' 5 " 4 / 1 1 1 - ' 9 REMOVE EX. CARPET. EX. SHIP-LAP WALLS AND CEILINGS TO REMAIN " 2 / 1 9 " 6 - ' 0 1 " 8 / 1 8 - ' 2 " 8 / 7 0 1 - ' 2 " 4 / 1 7 - ' 8 " 0 2 DEMOLITION PLAN - SECOND FLOOR 1/4" = 1'-0" 1 DEMOLITION PLAN - FIRST FLOOR 1/4" = 1'-0" EX. WD FLOORS TO REMAIN THIS ROOM; CONTRACTOR TO COVER AND PRTOECT DURING DEMOLITION EX. WD FLOORS TO REMAIN THIS ROOM; CONTRACTOR TO COVER AND PRTOECT DURING DEMOLITION " 4 / 3 2 - ' 4 SLEEPING PORCH TO REMAIN. CONTRACTOR TO INSPECT EX. BEADBOARD CEILING ; REMOVE DAMAGED PORTIONS AS NECESSARY CONTRACTOR TO REMOVE EX. ALUM. SIDING FROM EXTERIOR OF MAIN HOUSE TO EXPOSE EX. STUCCO FACADE BENEATH CONTRACTOR TO REMOVE EX. ALUM. SIDING FROM EXTERIOR PORCH COLUMNS TO EXPOSE EX. STUCCO FACADE BENEATH DATE ISSUED FOR 02.09.21 FOR PERMIT Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l l i . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A PROJECT 0000 DEMOLITION PLANS D1.0 524 525 " 2 / 1 2 - ' 4 " 2 / 1 2 - ' 0 2 EX. DETACHED GARAGE TO REMAIN AND BE MODIFIED IN COMPLIANCE WITH LDC 25-2-963 TOTAL EXTERIOR WALL LENGTH OF GARAGE: 98' - 0". AMOUNT TO BE REMOVED IS: 23' - 6 1/2" WHICH IS 26.4% OF TOTAL EXTERIOR WALL LENGTH. 73.6% WILL REMAIN. S 21° 30' 00" E 50.00' S 21° 30' 00" E 50.00' 24' - 3 1/2" 526 527 7.5' ELECTRICAL CLEARANCE 10' REAR YARD SETBACK 20 YARD DUMPSTER EXISTING NON-CONFORMING SINGLE-STORY WOOD FRAMED DETACHED GARAGE TO REMAIN; 491 SF 8X10 MATERIAL STAGING 527 EX. GRAVEL DRIVEWAY TO REMAIN; 699 SF 1/2 CRZ EX. CURB CUT AND DRIVEWAY APRON TO REMAIN 23' - 6 1/2" EX. WOOD FENCE TO BE REMOVED EX. GRAVEL WALKWAY AND PAVER EDGING TO BE REMOVED; 259 SF EX. ELECTRIC METER TO BE RELOCATED EX. 2-STORY ADDITION TO BE REMOVED IN PREPARATION FOR NEW 2-STORY ADDITION; 172 SF 1/4 CRZ 28" PECAN 1/2 CRZ K C A B T E S D R A Y E D S T E E R T S I ' 5 1 3'X3' PORTABLE TOILET LOCATED OUTSIDE OF FULL CRZ OF ADJACENT PROTECTED TREES CONCRETE AND PAINT WASHOUT LOCATION: CONTRACTOR TO LOCATE AS SHOWN OUTSIDE OF FULL CRZ OF ADJACENT PROTECTED TREES FULL CRZ ' 0 0 . 0 4 1 W " 2 5 ' 7 2 ° 8 6 N M E 526 ' 0 0 . 0 4 1 E " 2 5 ' 7 2 ° 8 6 S W D EX. 2-STORY RESIDENCE; 1256 SF PORTION OF EX. CONC. TO BE REMOVED; 25 SF EX. COVERED PORCH TO REMAIN; 416 SF 525 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 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. I N A M E R O T K L A W E D S I . X E EX. SIDEWALK AND STEPS TO REMAIN; 232 SF 25' FRONT YARD SETBACK 524 525 EX. SITE WALLS TO REMAIN; 32 SF LOT 32 LOT 31 N 21° 30' 00" E 50.00' N 21° 30' 00" E 50.00' EX. SIDEWALK TO REMAIN 523 1 EXISTING SITE PLAN 1/8" = 1'-0" 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. DATE ISSUED FOR 02.09.21 FOR PERMIT 524 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. 8. SHOULD PRUNING BE REQUIRED FOR CONSTRUCTION, A PRIVATE CERTIFIED ARBORIST ASSESMENT OF THE PRUNING NEEDS WILL BE PROVIDED TO THE TREE INSPECTOR FOR REVIEW PRIOR TO CONSTRUCTION. PAID RECEIPTS FOR ANY WORK ON PROTECTED TREES WILL BE PROVIDED TO THE FINAL TREE INSPECTOR. PROJECT 0000 SITE PLAN - EXISTING A0.0 Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l l i . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A ' 0 0 . 0 4 1 W " 2 5 ' 7 2 ° 8 6 N 524 K C A B T E S D R A Y R O R E T N I I ' 5 523 522 521 520 519 518 517 516 OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 24" LIVE OAK P.P. OH 4 /A2.4 S 21° 30' 00" E 50.00' 24' - 3 1/2" 526 X X 527 X X X X X 1/2 CRZ X X X 527 X 7.5' ELECTRICAL CLEARANCE 10' REAR YARD SETBACK EX. GRAVEL DRIVEWAY TO REMAIN; 699 SF X X X X X X EX. SINGLE-STORY DETACHED GARAGE TO REMAIN AND TO BE MODIFIED PER LDC 25-2-963; 491 SF X X P.P. OH OH OH OH 524 OH OH OH OH NEW ELECTRIC METER LOCATION OH 525 " 4 / 1 5 - ' 2 2 4 . 2 A 3 / " 2 / 1 2 - ' 4 OH " 2 / 1 2 - ' 0 2 " 4 / 3 2 - ' 2 M E UE UE UE UE UE UE UE UE UE UE UE PORTION OF GARAGE TO BE ADDED; 54 SF 2 /A2.4 X X X X X UE UE UE UE UE UNCOVERED STONE STEPS & PATIO; 259 SF UE UE UE PROPOSED COVERED PORCH; 345 SF 1/4 CRZ 28" PECAN K C A B T E S D R A Y E D S T E E R T S I ' 5 1 X 1/2 CRZ X X X X FULL CRZ X X X X X X X X ' 0 0 . 0 4 1 W " 2 5 ' 7 2 ° 8 6 N NEW A/C PADS; 18 SF NEW CONC STEPS; 25 SF PROPOSED 2-STORY ADDITION; 544 SF 526 M 31 X . 4 2 A / 1 X X X X X X X X ' 0 0 . 0 4 1 E " 2 5 ' 7 2 ° 8 6 S ' 0 0 . 0 4 1 W " 2 5 ' 7 2 ° 8 6 N 524 K C A B T E S D R A Y R O R E T N I I ' 5 EX. CURB CUT AND DRIVEWAY APRON TO REMAIN 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 FOOT TRAFFIC IS CONSIDERED A ROOT ZONE DISTURBANCE. CONTRACTOR TO PROVIDE 2X4 OR GREATER SIZE PLANKS (6FT TALL MINIMUM) TO BE STRAPPED SECURELY AROUND PROTECTED TREES' TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1/2 CRZ FOR ANY REASON AT ANY TIME IN THE PROJECT -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. TREE FENCE MAY BE OFFSET FROM THE PROPOSED CONSTRUCTION A MAX OF 5FT TO PROVIDE ROOM FOR ACCESS/WORK ONECE 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. 2-STORY RESIDENCE; 1256 SF FOOTPRINT EX. COVERED PORCH TO REMAIN; 416 SF NEW CONC STEPS; 34 SF 525 SITE NOTES & TREE PROTECTION 524 EX. SITE WALLS TO REMAIN; 32 SF 523 522 521 520 519 518 517 516 25' FRONT YARD SETBACK 525 LOT 32 ROD IRON GATE; TBD EX. SIDEWALK AND STEPS TO REMAIN; 232 SF MASONRY SITE WALL; 42 SF MASONRY SITE WALL; 18 SF I N A M E R O T K L A W E D S I . X E LOT 31 524 N 21° 30' 00" E 50.00' N 21° 30' 00" E 50.00' EX. SIDEWALK AND STEPS TO REMAIN EX. SIDEWALK TO REMAIN 523 1 PROPOSED SITE PLAN 1/8" = 1'-0" 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 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. 8. SHOULD PRUNING BE REQUIRED FOR CONSTRUCTION, A PRIVATE CERTIFIED ARBORIST ASSESMENT OF THE PRUNING NEEDS WILL BE PROVIDED TO THE TREE INSPECTOR FOR REVIEW PRIOR TO CONSTRUCTION. PAID RECEIPTS FOR ANY WORK ON PROTECTED TREES WILL BE PROVIDED TO THE FINAL TREE INSPECTOR. Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l i l . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 02.09.21 FOR PERMIT PROJECT 0000 SITE PLAN - PROPOSED A0.1 4 /A2.4 526 527 PLANTING BED 527' - 0" 527 10' REAR YARD SETBACK 525 524 523' - 9 1/4" 4 . 2 A / 3 M 31 4 . 2 A / 1 523' - 7 1/2" 2 /A2.4 1/4 CRZ 28" PECAN 1/2 CRZ K C A B T E S D R A Y E D S T E E R T S I ' 5 1 527' - 0" 527' - 0" HIGH ADJ. GRADE 524' - 11 1/4" LOW ADJ. GRADE FULL CRZ I 3 N O T R O P " 2 / 1 0 1 - ' 5 3 I 2 N O T R O P " 0 - ' 0 4 526 526' - 1 1/4" I 1 N O T R O P " 0 - ' 0 4 525 525' - 7 1/2" Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l l i . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A PROJECT 0000 BUILDING TENT EXHIBIT A0.1a 523' - 4 1/4" 524 K C A B T E S D R A Y R O R E T N I I ' 5 523' - 2 1/4" 524 523 522 521 520 519 518 517 516 25' FRONT YARD SETBACK BUILDING LINE 525 LOT 32 LOT 31 524 DATE ISSUED FOR 02.09.21 FOR PERMIT RESIDENCE: HIGHEST ADJ. GRADE: 527'-0" LOWEST ADJ. GRADE: 524' - 11 1/4" REF: 1/A0.1a AVERAGE ADJ. GRADE: 525' - 11 5/8" BUILDING HEIGHT: 24' - 8 3/4" REF: 1/A2.0 FFE: 529' 1 1/2" HIGHEST ELEVATION POINT FOR: PORTION 1: 526' - 1 1/4" PORTION 2: 527' - 0" PORTION 3: 527' - 0" REF: 1/A0.1a EX. SIDEWALK TO REMAIN 523 1 BUILDING TENT EXHIBIT 1/8" = 1'-0" 14' - 2 1/2" 11' - 4 1/4" 14' - 0 1/2" 1 /A2.1 17' - 10 1/2" 17' - 11 1/2" 12' - 0" 11 1/2" ROOFING 01; NEW FRAMING AND DECKING CRICKET H I P 2 1 : 2 HIP " 4 - ' 6 2:12 2:12 H I P 3:12 1' - 9 1/4" H I P 3:12 " 4 - ' 6 " 4 / 3 4 - ' 1 2 1 : 3 " 4 / 3 0 - ' 1 2 1 : 3 V A L L E Y HIP 3:12 10 1/4" " 4 / 1 6 - ' 7 " 6 - ' 2 2 " 4 / 3 1 1 - ' 4 1 " 2 / 1 4 - ' 7 2 H I P HIP 2 1 : 2 . 1 2 A 2 / ROOFING 01; NEW FRAMING AND DECKING SECOND FLOOR INTERIOR HIP 1' - 11" 3:12 NEW ROOF DECK DECKING 01 3' - 0" 4' - 0" CLEAR N " 4 - ' 3 2 1 : 1 DECKING 01 N E W E XIS TIN G ROOFING 01 ROOFING 01; EX. FRAMING AND DECKING TO REMAIN. REPLACE AND REPAIR AS NEEDED H I P 2' - 4 1/2" " 0 1 - ' 2 " 4 / 1 4 - ' 2 1 3:12 N E W E X I S T I N G CHIMNEY " 4 / 3 7 - ' 5 5 34' - 3 1/2" 2 1 : 3 15' - 3 1/2" E G D R I K EX. CHIMNEY . 0 2 A 2 / " 1 - ' 9 1 11' - 1 1/2" ROOFING 01; EX. FRAMING AND DECKING TO REMAIN. REPLACE & REPAIR AS NEEDED. " 4 / 3 8 - ' 6 1 32' - 4 1/2" 1 /A2.0 2 ROOF PLAN - FIRST FLOOR 1/4" = 1'-0" 1 ROOF PLAN - MAIN HOUSE 1/4" = 1'-0" Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l l i . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 02.09.21 FOR PERMIT PROJECT 0000 ROOF PLANS A1.1 PORTION 1 PORTION 2 HIGH PT OF PORTION 1 526' - 1 1/4" HIGH PT OF PORTION 2 527' - 0" PORTIONS 2 & 3 PORTION 1 " 0 - ' 2 3 4 5 . 0 0 ° " 0 - ' 7 1 P O R TIO N 1 P O R TIO N S 2 & 3 " 0 - ' 7 1 " 0 - ' 5 1 " 0 - ' 5 1 HIGH PT OF PORTIONS 2 & 3 527' - 0" HIGH PT OF PORTION 1 526' - 1 1/4" RAILING 02 ROOFING 01 1x4 CORNER BOARDS AT SIDING SIDING 01 SIDING 01 MASONRY 01 " 0 - ' 2 3 ROOF DECK FFE 550' - 1 1/4" EX. 2ND FLR CLG HT 548' - 6 3/4" EX. 2ND FLR F.F.E. 539' - 7 3/4" EX. CLG HT. 538' - 5 1/2" EX. 1ST FLR F.F.E. 529' - 1 1/2" HIGH PT OF PORTION 3 527' - 0" 2 NORTH ELEVATION 1/4" = 1'-0" PARGING 01 BUILDING HEIGHT Q E Q E ROOFING 01 REMOVE EX. ALUM SIDING AND REPAR/REMEDIATE PLASTER P O R T I O P O N R S T I O N 1 2 & 3 0° 5.0 4 Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 RESIDENCE: HIGHEST ADJ. GRADE: 527'-0" LOWEST ADJ. GRADE: 524' - 11 1/4" REF: 1/A0.1a AVERAGE ADJ. GRADE: 525' - 11 5/8" BUILDING HEIGHT: 24' - 8 3/4" REF: 1/A2.0 FFE: 529' 1 1/2" HIGHEST ELEVATION POINT FOR: PORTION 1: 526' - 1 1/4" PORTION 2: 527' - 0" PORTION 3: 527' - 0" REF: 1/A0.1a 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. 02.09.21 e c n e d s e R i r e k a W l i l . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A PROJECT 0000 EXTERIOR ELEVATIONS A2.0 " 2 / 1 6 - ' 1 " 1 1 - ' 8 " 4 / 1 2 - ' 1 " 4 - ' 9 ROOF DECK FFE 550' - 1 1/4" EX. 2ND FLR CLG HT 548' - 6 3/4" EX. 2ND FLR F.F.E. 539' - 7 3/4" EX. CLG HT. 538' - 5 1/2" I T H G E H G N D L I U B I " 4 / 3 8 - ' 4 2 EX. 1ST FLR F.F.E. 529' - 1 1/2" HIGH PT OF PORTIONS 2 & 3 527' - 0" HIGH PT OF PORTION 1 526' - 1 1/4" AVERAGE ADJ. GRADE 525' - 11 3/4" " 0 - ' 5 1 DATE ISSUED FOR 02.09.21 FOR PERMIT 1 WEST ELEVATION 1/4" = 1'-0" PORTION 2 RAILING 02 ROOFING 01 SIDING 01 SIDING 01 PORTION 1 HIGH PT OF PORTION 3 527' - 0" HIGH PT OF PORTION 2 527' - 0" 2 SOUTH ELEVATION 1/4" = 1'-0" SIDING 01 PORTIONS 2 & 3 MASONRY 01 " 0 - ' 2 3 RAILING 02 ROOFING 01 SIDING 01 P O R TIO N S 2 & 3 4 5 . 0 0 ° " 0 - ' 7 1 " 0 - ' 5 1 HIGH PT OF PORTIONS 2 & 3 527' - 0" ROOF DECK FFE 550' - 1 1/4" EX. 2ND FLR CLG HT 548' - 6 3/4" " 0 - ' 2 3 EX. 2ND FLR F.F.E. 539' - 7 3/4" EX. CLG HT. 538' - 5 1/2" EX. 1ST FLR F.F.E. 529' - 1 1/2" HIGH PT OF PORTION 1 526' - 1 1/4" P O R T I O N S 2 & 3 Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 RESIDENCE: HIGHEST ADJ. GRADE: 527'-0" LOWEST ADJ. GRADE: 524' - 11 1/4" REF: 1/A0.1a AVERAGE ADJ. GRADE: 525' - 11 5/8" BUILDING HEIGHT: 24' - 8 3/4" REF: 1/A2.0 FFE: 529' 1 1/2" HIGHEST ELEVATION POINT FOR: PORTION 1: 526' - 1 1/4" PORTION 2: 527' - 0" PORTION 3: 527' - 0" REF: 1/A0.1a 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. 02.09.21 e c n e d s e R i r e k a W l i l . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 02.09.21 FOR PERMIT 0° 5.0 4 " 0 - ' 7 1 " 0 - ' 5 1 HIGH PT OF PORTIONS 2 & 3 527' - 0" PROJECT 0000 EXTERIOR ELEVATIONS A2.1 ROOF DECK FFE 550' - 1 1/4" EX. 2ND FLR CLG HT 548' - 6 3/4" EX. 2ND FLR F.F.E. 539' - 7 3/4" EX. CLG HT. 538' - 5 1/2" EX. 1ST FLR F.F.E. 529' - 1 1/2" MASONRY 01 " 2 / 1 6 - ' 1 " 1 1 - ' 8 " 4 / 1 2 - ' 1 " 4 - ' 9 1 EAST ELEVATION 1/4" = 1'-0" 2 REAR PERSPECTIVE Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l l i . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 02.09.21 FOR PERMIT PROJECT 0000 EXTERIOR PERSPECTIVES A2.3 1 SIDE PORCH - LOOKING SOUTH CHIMNEY & PORCH OF HOUSE BEYOND CHIMNEY OF HOUSE BEYOND ROOFING 01 SIDING 01 GARAGE SPRING PT 534' - 5 1/2" GARAGE SPRING PT 534' - 5 1/2" REPLACE SIDING; EX. FRAMING TO REMAIN GARAGE F.F.E. 525' - 5 1/2" REPLACE SIDING; EX. FRAMING TO REMAIN GARAGE F.F.E. 525' - 5 1/2" NEW SIDING OVER NEW FRAMING 4 GARAGE - EAST ELEVATION 1/4" = 1'-0" 3 GARAGE - NORTH ELEVATION 1/4" = 1'-0" SIDING 01 PORTION 3 P O R TIO N S 3 " 0 - ' 7 1 " 0 - ' 5 1 HIGH PT OF PORTIONS 2 & 3 527' - 0" ROOFING 01 SIDING 01 GARAGE SPRING PT 534' - 5 1/2" GARAGE F.F.E. 525' - 5 1/2" NEW SIDING ON NEW FRAMING 2 GARAGE - WEST ELEVATION 1/4" = 1'-0" GARAGE SPRING PT 534' - 5 1/2" DATE ISSUED FOR 02.09.21 FOR PERMIT " 0 - ' 2 3 NEW ROOFING ON NEW FRAMING M 31 SIDING 01 " 0 - ' 9 HIGH PT OF PORTION 3 527' - 0" GARAGE F.F.E. 525' - 5 1/2" REPLACE SIDING; EX. FRAMING TO REMAIN 1 GARAGE - SOUTH ELEVATION 1/4" = 1'-0" Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 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. 02.09.21 e c n e d s e R i r e k a W l l i . d v B s t h g e H s v a r T 9 0 1 1 i 4 0 7 8 7 X T , n i t s u A PROJECT 0000 EXTERIOR ELEVATIONS A2.4