C.2.2 - 3204 Beverly Rd - Plans — original pdf

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Rymer Residence 3204 Beverly Rd Austin, TX 78703 ARCHITECT: Norma Yancey, AIA SIDETRACKED STUDIO, PLLC 1806 Holly St Austin, Texas 78702 phone: 512.220.6865 norma@sidetracked-studio.com Dane & Lauren Rymer 3204 Beverly Rd Austin, TX 78703 LEGAL DESCRIPTION LOT 12 * & N3FT OF LOT 11 BLK 1 BRYKERWOODS E ZONING INFORMATION SF-3-NP NEIGHBORHOOD PLANNING AREA: - WINDSOR ROAD - Central West Austin Combined NPA RESIDENTIAL DESIGN STANDARDS OWNER INFORMATION INDEX OF DRAWINGS G1.0 G1.1 G3.0 G3.1 D1.0 A0.0 A1.0 A1.1 A1.2 A1.3 A1.4 A2.0 A2.1 A3.0 A4.0 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 AE1.0 AE1.1 AP1.0 COVER SHEET PROJECT INFORMATION AND GENERAL NOTES SCHEDULES SCHEDULES DEMOLITION PLAN SITE PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN FINISH PLAN - FIRST FLOOR FINISH FLOOR - SECOND FLOOR EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS SECTIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS LIGHTING PLAN POWER & DATA PLANS PLUMBING & APPLIANCE PLANS SQUARE FOOTAGE LOT SIZE 8183 SF FLOOR TO AREA RATIO: EXIST. NEW EXEMPT TOTAL 2,715 SF/ 8,183 SF = 33.18% < 40% FAR ALLOWED BY CODE IMPERVIOUS COVER: EXIST. NEW TOTAL FIRST FLOOR CONDITIONED SPACE: SECOND FLOOR CONDITIONED SPACE: THIRD FLOOR CONDITIONED SPACE: AREA W/ CEILINGS >15FT: GROUND FLOOR PORCH: BASEMENT: ATTIC: GARAGE: 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: TOTAL: 1624 0 - - 0 - - 238 - - 1862 1624 0 - - 238 - - 0 - - - 1862 1862 462 170 49 205.5 9 178 2935.5 309 744 - - 249 - - 0 - - 1302 309 744 - - 0 - - 265 - - - 1302 558 0 0 112 0 0 0 459 0 0 - - 249 - - 200 - - 449 1933 744 - - 0 - - 38 - - 2715 1933 744 - - 238 - - 265 - - - 3164 2420 462 170 161 205.5 9 178 3395 3,395 SF/ 8,183 SF = 41.5% < 45% IMPERVIOUS COVERAGE ALLOWED BY CODE Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 COVER SHEET G1.0 1 FRONT PERSPECTIVE FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE 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. 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. 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. 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. 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 FFE 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 ELEVATION 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 DANE & LAUREN RYMER 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: 2015 INTERNATIONAL RESIDENTIAL CODE 2015 NATIONAL ELECTRICAL CODE 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 UNIFORM MECHANICAL CODE USE: SINGLE FAMILY RESIDENTIAL Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 PROJECT INFORMATION AND GENERAL NOTES G1.1 FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE SPECIFICATION YELLOW PINE; TONGUE & GROOVE 5 1/2" BOARD WIDTH PAINTED LOCATION THROUGHOUT MATERIAL ROOFING 01 FRONT PORCH STANDING SEAM METAL LEAD-COTE JAMES HARDIE 6 1/4" BOARD W/ 5" EXPOSURE MATCH EXISTING QUARTZ QUARTZ QUARTZ FINISH SCHEDULE MATERIAL BASE 01 CEILING 01 COUNTERTOP 01 COUNTERTOP 02 COUNTERTOP 03 COUNTERTOP 04 CROWN 01 FLOORING 01 MILLWORK 01 MILLWORK 02 MILLWORK 03 MILLWORK 04 SIZE: 1X4 PROFILE: MANUF.: MATERIAL: SIZE: FINISH: COLOR: MANUF.: MATERIAL: SIZE: FINISH: COLOR: MANUF.: MATERIAL: SIZE: FINISH: COLOR: MANUF.: MATERIAL: SIZE: FINISH: COLOR: MANUF.: MATERIAL: SIZE: FINISH: COLOR: SIZE: 1X4 PROFILE: MANUF.: MATERIAL: SIZE: FINISH: COLOR: MANUF.: MATERIAL: STYLE: FINISH: COLOR: MANUF.: MATERIAL: STYLE: FINISH: COLOR: MANUF.: MATERIAL: STYLE: FINISH: COLOR: MANUF.: MATERIAL: STYLE: FINISH: COLOR: MATCH EXISTING MATCH EXISTING SHAKER FULL OVERLAY PAINT-GRADE SHAKER FULL OVERLAY PAINT-GRADE SHAKER FULL OVERLAY PAINT-GRADE SHAKER FULL OVERLAY PAINT-GRADE KITCHEN VANITY MUDROOM M. BATH SIDING 01 STONE 01 TILE 01 TILE 02 TILE 03 THROUGHOUT THROUGHOUT TILE 04 KITCHEN TILE 05 VANITY TILE 06 M. BATH TILE 08 TILE 09 TILE 10 TBD SPECIFICATION MANUF.: MATERIAL: STYLE: FINISH: COLOR: MANUF.: MATERIAL: SIZE: FINISH: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MANUF.: MATERIAL: SIZE: GROUT: COLOR: MARK WIDTH HEIGHT THICKNESS COMMENTS DOOR SCHEDULE EXTERIOR; FULL LITES 2X3; SIMPSON 37106 EXTERIOR, DOUBLE, FULL LITES 2X3; SIMPSON 37106 EXTERIOR, DOUBLE, FIBERGLASS SLAB EXTERIOR, FIBERGLASS SLAB GARAGE DOOR; INULSATED - LIFT MASTER W/ WEATHER-STRIPPING POCKET 3' - 0" 5' - 4" 4' - 0" 2' - 8" 8' - 3" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 0" 2' - 6" 2' - 8" 2' - 8" 2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 8" 4' - 0" 4' - 0" 4' - 0" 2' - 8" 2' - 8" 2' - 8" 2' - 6" 2' - 6" 2' - 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" 6' - 8" 6' - 8" 6' - 8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 1/2" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" 0' - 1 3/8" POCKET DOUBLE DOUBLE DOUBLE POCKET POCKET TYPE WIDTH HEIGHT OPERATION COMMENTS WINDOW SCHEDULE 3' - 10" 2' - 9 1/2" 2' - 9 1/2" 2' - 1 1/2" 2' - 6" 2' - 11 1/2" 4' - 0" 2' - 1 1/2" 5' - 1" 4' - 11 3/4" 2' - 11 3/4" 2' - 11 3/4" 6' - 8" 3' - 11 3/4" 2' - 7" 4' - 11 3/4" DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG DOUBLE HUNG FIXED DOUBLE HUNG FIXED DOUBLE HUNG 2X1 UPPER PANE, 2X1 LOWER PANE 2X1 UPPER PANE, 2X1 LOWER PANE 2X1 UPPER PANE, 2X1 LOWER PANE 2X1 UPPER PANE, 2X1 LOWER PANE 2X3 2X1 UPPER PANE, 2X1 LOWER PANE 2X1 DIVIDED LITE 2X1 UPPER PANE, 2X1 LOWER PANE 1. ALL NEW WINDOWS WILL BE MARVIN ELEVATE SERIES FIBERGLASS CLAD WOOD. CONTRACTOR TO PROVIDE PRICING FOR ALTERNATIVE OPTIONS FOR OWNER AND ARCHITECT REVIEW. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 A B C D F G H J LOCATION ROOF EXTERIOR EXTERIOR KITCHEN BACKSPLASH POWDER FLOOR POWDER WALL BATH WALL MUDROOM FLOOR M. BATH FLOOR M. BATH WALL FRONT PORCH VANITY FLOOR, BATH FLOOR 1. ALL EXISTING INTERIOR DOORS TO BE REPLACED WITH NEW TRUSTILE MDF SOLID CORE 2-PANEL DOORS. 2. CONTRACTOR TO SALVAGE AND STORE ALL EXISTING INTERIOR DOORS FOR POSSIBLE RE-USE. 3. EXTERIOR DOORS TO BE AS NOTED ABOVE IN THE SCHEDULE. MUDROOM TILE 07 MUDROOM WALL Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 SCHEDULES G3.0 FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE SYMBOL LEGEND GROUND FAULT INTERRUPT DUPLEX OUTLET SINGLE DUPLEX OUTLET APPLIANCE OUTLET EXISTING OUTLET TO REMAIN GFI A EX FLOOR OUTLET SD SMOKE DETECTOR V T D T WALL JACK DATA S S 3 S D S J SINGLE LIGHT SWITCH THREE-WAY LIGHT SWITCH DIMMER SWITCH JAMB SWITCH L1 L1A L2 L2A L3 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 F1 F2 CHANDELIER LIVING CHANDELIER PENDANT CHANDELIER UNDER-SHELF LINEAR FIXTURE KITCHEN KITCHEN DEN KITCHEN CEILING MOUNT MUDROOM WALL SCONCE CEILING MOUNT EXTERIOR STORAGE WALL SCONCE STAIR POWDER CLO. 1 & 2 BATH STAIR SITTING M. CLO. M. BATH M. BATH HALL WALL SCONCE CEILING MOUNT WALL SCONCE CEILING MOUNT CHANDELIER CEILING MOUNT WALL SCONCE WALL SCONCE PENDANT CEILING FAN 36" LED LINEAR LIGHT GARAGE LIGHTING SCHEDULE APPLIANCE SCHEDULE SYMBOL NO. FIXTURE TYPE ROOM MANUF. UNIT NO. LAMP FINISH REMARKS TAG LOCATION DESCRIPTION MANUF. UNIT NO. FINISH REMARKS 4" RECESSED CAN 4" RECESSED CAN, WET RATED 4" RECESSED CAN, WALL WASH 4" RECESSED CAN, WALL WASH, WET RATED NORA LIGHTING NORA LIGHTING NORA LIGHTING NORA LIGHTING LED WHITE DIMMABLE LED WHITE DIMMABLE LED WHITE DIMMABLE LED WHITE DIMMABLE WALL SCONCE; GAS EXTERIOR EXTERIOR; DIMMABLE KITCHEN KITCHEN 36" REFRIGERATOR 36" RANGE COUNTER-DEPTH KITCHEN 36" RANGE HOOD BUILT-IN KITCHEN DISHWASHER KITCHEN MICROWAVE MUDROOM WASHER MUDROOM DRYER BACK DECK BBQ GRILL STACKABLE STACKABLE A1 A2 A3 A4 A5 A6 A7 A8 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 DIMMABLE DIMMABLE DIMMABLE DIMMABLE DIMMABLE EXTERIOR; DIMMABLE DIMMABLE DIMMABLE WET-RATED; DIMMABLE DIMMABLE WET-RATED FIXTURES MANUF. UNIT NO. ACCESORIES MANUF. UNIT NO. FINISH FINISH REMARKS W/ INTEGRAL DRAIN BOARD PLUMBING SCHEDULE TAG LOCATION DESCRIPTION KITCHEN SINGLE-BOWL UNDERMOUNT SINK POWDER PEDESTAL SINK POWDER, BATH, M. BATH TOILET POWDER SHOWER VANITY BATH UNDERMOUNT SINK SHOWER M. BATH UNDERMOUNT SINK M. BATH FREESTANDING TUB M. BATH SHOWER M. BATH RAIN SHOWER GARAGE TANKLESS WATER HEATER MUDROOM UNDERMOUNT SINK STAINLESS RECESSED FAN PANASONIC FV-11VH2 WHITE W/ INTEGRAL HEATER FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 SCHEDULES G3.1 PORTIONS OF WOOD DECK TO BE REMOVED 6' - 8 3/8" I N A M E R E V O M E R PORTION OF CONC PATIO TO BE REMOVED CONC STEPS TO BE REMOVED PORTION OF CONC PATIO TO REMAIN 6' - 2 1/2" 6' - 8 3/8" 6' - 2 1/2" REMAIN REMOVE " 2 / 1 7 - ' 3 REMOVE EXISTING NON-STRUCTURAL WOOD PLATFORMS REMOVE & REPLACE EX. CONC FLOOR / / I N A M E R E V O M E R 5' - 7 1/2" REPLACE WITH SAME SIZE & LOCATION " 2 / 1 9 - ' 1 " 7 - ' 6 FLOOR TO BE RAISED STEPS TO BE REMOVED REMOVE EX. BUILT-INS AT THIS LOCATION IN PREPARATION FOR NEW *REMOVE ALL FIXTURES & FINISHES REF. 2' - 10" 1' - 0 3/4" *REMOVE ALL FIXTURES & FINISHES 2' - 8" 3 1/4" *REMOVE ALL FIXTURES & FINISHES " 2 / 1 0 - ' 1 " 0 - ' 2 " 0 - ' 2 " 2 1 / 0 1 - ' 2 REPLACE WITH SAME SIZE & LOCATION // REPLACE WITH SAME SIZE & LOCATION EX. UNCOVERED CONC. TO REMAIN; 20 SF EX. UNCOVERED CONC. PORTION TO BE REMOVED; 23 SF EX. COVERED CONC. PATIO TO BE REMOVED; 100 SF EX. SIDEWALK TO BE REMOVED K C A B T E S D R A Y T N O R F ' 5 2 DEMOLITION NOTES WALL LEGEND 1. CONTRACTOR TO COVER & PROTECT ALL EX. WOOD FLOORS TO REMAIN. EXISTING WALL TO REMAIN NEW FRAMED WALL BOARD-FORMED CONCRETE WALL TO BE DEMOLISHED Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 DEMOLITION PLAN D1.0 1 DEMOLITION PLAN 1/4" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE S 60°50'10" E 129.88' // X // // // // // EX. CONC.; 81 SF // X 15"Ø SPANISH OAK // 1/4 CRZ 1/2 CRZ EX. GARAGE; 238 SF OFF-STREET PARKING #1 GRAY HATCH DENOTES NEW ADDITION; 309 SF 33"Ø LIVE OAK 1/4 CRZ 1/2 CRZ X OFF-STREET PARKING #2 17' - 0" HIGHEST ADJ. GRADE 96' - 8" FULL CRZ DW SINGLE FAMILY RESIDENCE FFE: 99.7' 1624 SF FOOTPRINT OF SECOND FLOOR ADDITION; 744 SF FULL CRZ BUILDING CALCULATIONS LOWEST ADJ. GRADE: 96' - 0" HIGHEST ADJ. GRADE: 98' - 7 3/4" REF: 2/A0.0 AVG. ADJ. GRADE: 97' - 3 7/8" BUILDING HEIGHT: REF: 1/A2.1 25' - 10" BUILDING TENT 1 HIGH PT: BUILDING TENT 2 HIGH PT: BUILDING TENT 3 HIGH PT: REF: 2/A0.0 98' - 11 7/8" 96' - 11 5/8" 96' - 0 3/4" 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 -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. // X 5' SIDE YARD SETBACK & P.U.E. EX. ROCK; 15 SF EX. WOOD RAMP; 39 SF EX. PLANTERS EX. ROCK WALL; 163 SF EX. WOOD FENCE X X . . E U P . ' 5 // 1/4 CRZ 12"Ø PECAN 1/2 CRZ K C A B T E S D R A Y R A E R ' 0 1 X FULL CRZ X X 32"Ø SYCAMORE EX. PLANTERS EX. UNCOVERED WOOD DECK & STAIRS; 372 SF X PORTION OF EX. CONC PATIO TO REMAIN UNCOVERED; 49 SF PORTION OF EX. CONC PATIO TO BE COVERED; 22 SF X LOWEST ADJ. GRADE 96' - 0" FULL CRZ 5' - 0" X M E 1/4 CRZ X 1/2 CRZ OH X X X X " 6 - ' 8 EX. CONC. PAVERS DRIVEWAY TO REMAIN; 462 SF X X TOTAL COVERED AREA; 265 SF X X X X X NEW COVERED CONC. PATIO W/ STONE TILE TBD NEW LIMESTONE PAVERS; 88 SF 1/2 CRZ 1/4 CRZ 24.2"Ø MAGNOLIA X TENT 1 HIGH PT 98' - 11 7/8" X D R Y L R E V E B X OH X // 22"Ø SYCAMORE OH TENT 3 HIGH PT 96' - 0 3/4" PP TENT 3 25' - 1 1/2" " 0 - ' 5 1/2 CRZ X X 1/4 CRZ 17.5"Ø LEGUSTRUM 15.5"Ø LEGUSTRUM TENT 2 40' - 0" // X // // // X // EX. A/C; 9 SF FULL CRZ X // TENT 2 HIGH PT 96' - 11 5/8" HIGH PT: 95' - 11 1/2" HIGH PT: 96' - 9 5/8" 5' SIDE YARD SETBACK X // // // // // N 60°52'00" W130.00' TENT 1 40' - 0" HIGH PT: 98' - 7 1/8" 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 2 SITE PLAN - PROPOSED 1/8" = 1'-0" X X X X ' 4 9 . 2 6 W ' " 9 5 6 5 ° 8 2 S " 3 - ' 0 1 ' 4 9 . 2 6 W ' " 9 5 6 5 ° 8 2 S X K C A B T E S D R A Y T N O R F ' 5 2 E N I L G N D L I U B I K C A B T E S D R A Y T N O R F ' 5 2 33"Ø LIVE OAK 1/4 CRZ 1/2 CRZ EX. CONC. PAVERS DRIVEWAY TO REMAIN; 462 SF FULL CRZ " 0 - ' 5 // // // // Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 SITE PLAN A0.0 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. . . E U P . ' 5 OH 1/4 CRZ 12"Ø PECAN 1/2 CRZ K C A B T E S D R A Y R A E R ' 0 1 FULL CRZ // // // // // S 60°50'10" E 129.88' / / OH 5' SIDE YARD SETBACK & P.U.E. 15"Ø SPANISH OAK // 1/4 CRZ 1/2 CRZ // // EX. CONC.; 81 SF // EX. ROCK WALL TO REMAIN; 163 SF EX. WOOD FENCE 32"Ø SYCAMORE PORTIONS OF DECK TO BE REMOVED; 137 SF EX. UNCOVERED WOOD DECK & STAIRS TO REMAIN; 357 SF EX. GARAGE TO REMAIN; 269 SF 8X8 MATERIAL STAGING 20 YARD DUMPSTER SINGLE FAMILY RESIDENCE FFE: 99.7' 1624 SF REF. EX. SIDEWALK TO BE REMOVED; 100 SF EX. CONC. STEPS TO BE REMOVED FULL CRZ EX. UNCOVERED CONC. SIDEWALK TO REMAIN; 20 SF EX. UNCOVERED CONC. PORTION TO BE REMOVED; 23 SF EX. COVERED CONC. PATIO TO BE REMOVED; 100 SF 1/2 CRZ 1/4 CRZ 24.2"Ø MAGNOLIA 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 D R Y L R E V E B EX. ROCK; 15 SF EX. WOOD RAMP; 39 SF EX. PLANTERS EX. PLANTERS EX. COVERED CONC. PATIO TO BE REMOVED; 138 SF EX. COVERED CONC. PATIO TO REMAIN; 71 SF FULL CRZ 1/2 CRZ OH M E 1/4 CRZ OH // 22"Ø SYCAMORE OH // PP 1/2 CRZ 1/4 CRZ FULL CRZ EX. A/C; 9 SF EX. CONC. STEPS TO BE REMOVED; 12 SF 5' SIDE YARD SETBACK // // // // // // // // // // 17.5"Ø LEGUSTRUM 15.5"Ø LEGUSTRUM N 60°52'00" W130.00' 1 SITE PLAN - EXSITING 1/8" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE OH OH ' 1 0 . 3 6 ' E " 3 3 3 0 ° 9 2 N OH OH OH OH OH OH ' 1 0 . 3 6 ' E " 3 3 3 0 ° 9 2 N OH OH // // // // // / / / / / / / / / / PLAN NOTES 1. GARAGE WALLS TO BE REBUILT AS NEEDED; TO BE INSULATED WITH OPEN CELL FOAM; AND FINISHED WTIH 5/8" TYPE X GYPSUM. 2. GARAGE CEILINGS TO BE INSULATED WITH 6" OF OPEN CELL FOAM AND FINISHED WTIH 5/8" TYPE X GYPSUM. . WALL LEGEND Sidetracked Studio EXISTING WALL TO REMAIN NEW FRAMED WALL BOARD-FORMED CONCRETE WALL TO BE DEMOLISHED 1806 Holly St. Austin, Texas 512 220 6865 " 4 / 1 6 - ' 1 1 " 4 / 1 8 - ' 5 1 0 . 2 A / 2 " 6 - ' 3 H W W D 9 /A4.1 . 1 4 A / 2 1 1 . 4 A 0 1 / M O O R D U M 7 1 . 4 A / 8 8' - 3 1/2" 8' - 0 1/2" / / 5' SIDE YARD SETBACK & P.U.E. 2 /A2.1 20' - 6" 4 9 /A4.4 . 4 4 A 0 1 / GARAGE 4 . 4 A / 2 1 5 F F 11 /A4.1 6 DN 11 /A4.4 A REPLACE WITH SAME SIZE & LOCATION 5 /A4.1 1 /A4.0 8' - 1 1/4" 1 . 4 A 6 / DEN FLOORING 01 KITCHEN FLOORING 01 5 /A4.0 0 . 4 A 2 / 0 . 4 A / 8 Y R T N A P F E R V W M 1 . 4 A 2 / 0 . 4 A / 4 0 . 4 A 6 / KNEE SPACE TR DW 3 /A4.0 7 /A4.0 3 /A4.1 1 /A4.1 LIVING EX. FLOOR TO REMAIN & REFINISH 1 . 4 A / 4 3 . 4 A 6 / 5 /A4.3 7 /A4.3 . 3 4 A / 8 18 5' - 6 1/2" 11' - 0 1/2" 12 1 /A4.2 HALL EX. FLOOR TO REMAIN & REFINISH 3 /A4.2 8 5 /A4.2 BBQ 6' - 2 1/2" 6 1/2" 9' - 8 3/4" 3 STORAGE 1 /A4.5 " 5 - ' 3 19 7 /A4.1 TV 3 /A4.5 UP 2 . 4 A 2 / 20 1 /A4.4 4 . 4 A 2 / . 4 4 A / 4 BED 2 EX. FLOOR TO REMAIN & REFINISH T E S O L C 13 . 3 4 A / 4 1 /A4.3 BED 1 EX. FLOOR TO REMAIN & REFINISH 3 . 4 A 2 / BATH S 1 / R 1 14 SHLVS 17 VANITY 16 15 3 /A4.3 M E 21 3 /A4.4 OH B 3 . 4 A 0 1 / 9 11 /A4.3 /A4.3 3 . 4 A / 2 1 D EX. A/C B 1 /A2.1 . 2 4 A / 4 10 1S/1R 2 . 4 A 6 / OFFICE EX. FLOOR TO REMAIN & REFINISH . 2 4 A / 8 R 1 / S 1 9 7 /A4.2 B B // 11 S V L H S R E D W O P C J 9 11 /A4.2 /A4.2 2 . 4 A 0 1 / 2 . 4 A / 2 1 F 2 F " 2 / 1 6 - ' 5 " 2 / 1 1 - ' 1 " 3 - ' 5 B A 1 A " 4 / 3 7 - ' 2 3 0 . 2 A 1 / K C A B T E S D R A Y T N O R F ' 5 2 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 FIRST FLOOR PLAN A1.0 1 FIRST FLOOR 1/4" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE 2 /A2.1 5' SIDE YARD SETBACK & P.U.E. LINE OF WALLS BELOW LINE OF ROOF ABOVE . 0 2 A 1 / . 0 2 A / 2 " 2 / 1 1 - ' 7 " 2 / 1 4 - ' 6 1 " 6 - ' 3 2 4' - 8 3/4" 22' - 6 3/4" G . 5 4 A 2 / 23 G 1S/1R 22 16' - 0 3/4" STAIR 3 /A4.5 DN 1 /A4.5 B B . 5 4 A 6 / SITTING 7 /A4.5 " 2 / 1 6 - ' 3 " 2 / 1 8 - ' 6 . 5 4 A / 8 V T . 9 6 4 A 0 1 / 11 /A4.6 . 6 4 A / 2 1 /A4.6 M. CLO. 7 /A4.6 . 6 4 A / 8 . 6 4 A 5 6 /A4.6 / HOOKS 26 NICHE LINEAR DRAIN RS . 6 4 A 8 1 / 17 /A4.6 H T A B . M . 6 4 A 4 1 / . 6 4 A / 6 1 15 /A4.6 G . 5 4 A / 4 24 . 6 4 A 2 / B TV 3 /A4.6 B 11' - 4 1/2" B 6' - 2 1/2" 5' - 3 1/2" 34' - 8 1/2" B 1 /A2.1 5 /A4.5 25 1 /A4.6 MWC 27 13 /A4.6 N E N I L M. BED . 6 4 A / 4 H " 6 - ' 3 2 " 2 / 1 4 - ' 6 1 WALL LEGEND Sidetracked Studio EXISTING WALL TO REMAIN NEW FRAMED WALL BOARD-FORMED CONCRETE WALL TO BE DEMOLISHED 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 SECOND FLOOR PLAN A1.1 1 SECOND FLOOR 1/4" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE 1/2 CRZ 9" " 9 E G D R I 15"Ø SPANISH OAK 9' - 5" 30' - 9 1/2" 5' SIDE YARD SETBACK & P.U.E. 1/4 CRZ ROOFING 01 2:12 ROOFING 01 5:12 E G D R I 32"Ø SYCAMORE " 9 4' - 8 3/4" 24' - 3 3/4" 7' - 5" 9" ROOFING 01 5:12 ROOFING 01 5:12 9" 5:12 ROOFING 01 E G D R I 9" ROOFING 01 ROOFING 01 5:12 5:12 E G D R I K A E R B H C T P I ROOFING 01 2.1:12 2 1 : 3 CRICKET " 9 K A E R B H C T P I " 9 K A E R B H C T P I T E K C R C I 9" ROOFING 01 5:12 1/2 CRZ 1/4 CRZ FULL CRZ 5' SIDE YARD SETBACK 17.5"Ø LEGUSTRUM 15.5"Ø LEGUSTRUM " 4 / 1 6 - ' 1 1 " 4 / 1 2 - ' 2 1 " 2 / 1 1 - ' 7 " 2 / 1 1 - ' 8 1 " 2 / 1 1 1 - ' 8 4 1/2 CRZ 1/4 CRZ 22"Ø SYCAMORE 33"Ø LIVE OAK 1/4 CRZ EX. OVERHANG TO REMAIN PORTION OF ROOF WHERE NEW ROOFING 01 WILL BE INSTALLED OVER EXISTING FRAMING EX. CHIMNEY EX. OVERHANG TO REMAIN 2 1 : 5 . 0 RID G E ROOFING 01 0.5:12 V A LL E Y ROOFING 01 2 1 : 6 2 1 : 6 D E V O M E R E B O T G N A H R E V O FULL CRZ VALLEY R I D G E 2 1 : 5 . 0 K A E R B H C T P I K A E R B H C T P I K C A B T E S T N O R F K C A B T E S D R A Y T N O R F ' 5 2 EX. OVERHANG TO REMAIN " 2 / 1 1 1 - ' 8 4 " 1 - ' 1 1 " 4 / 3 3 - ' 4 3 " 4 / 3 6 - ' 3 5:12 FULL CRZ Y A L L E V V A L L E Y 5:12 0.5:12 1/2 CRZ 1/4 CRZ Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 ROOF PLAN A1.2 1 ROOF PLAN 1/4" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE TENT 2 ROOFING 01 SIDE GABLE EXEMPTION PER CH. 25-2, SUBCHAPTER F, ARTICLE 1.2.6.E.3.a; REF: 1/A2.1 ROOFING 01 SIDING 01 4 5 . 0 0 ° ROOFING 01 0° 5.0 4 ROOFING 01 SIDING 01 SIDING 01 SIDING 01 2F ROOF SPRING PT 119' - 0" 2ND FLR F.F.E. 110' - 0" CLG HT. 108' - 0" 1F ROOF SPRING PT 107' - 9" 1ST FLR F.F.E. 99' - 9" " 0 - ' 7 1 " 0 - ' 5 1 TENT 2 HIGH PT 96' - 11 5/8" 2 WEST ELEVATION 1/4" = 1'-0" EXTERIOR ELEVATION NOTES 1. CONTRACTOR TO PREP/REPAIR EXISTING SIDING AS NEEDED AND PAINT. 2. EXISTING BRICK TO REMAIN. CONTRACTOR TO REPAIR/REPOINT AS NEEDED. 3. CONTRACTOR TO REPAIR EXISTING PARGING AS NEEDED. Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 BUILDING CALCULATIONS LOWEST ADJ. GRADE: 96' - 0" HIGHEST ADJ. GRADE: 98' - 7 3/4" REF: 2/A0.0 AVG. ADJ. GRADE: 97' - 3 7/8" BUILDING HEIGHT: REF: 1/A2.1 25' - 10" BUILDING TENT 1 HIGH PT: BUILDING TENT 2 HIGH PT: BUILDING TENT 3 HIGH PT: REF: 2/A0.0 98' - 11 7/8" 96' - 11 5/8" 96' - 0 3/4" PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. ROOFING 01 ROOFING 01 TENT 1 SIDING 01 ROOFING 01 SIDE GABLE EXEMPTION PER CH. 25-2, SUBCHAPTER F, ARTICLE 1.2.6.E.3.a; REF: 1/A2.1 4 5 . 0 0 ° SIDING 01 4X8 WD BEAM; PTD 6X6 WD COLUMNS; PTD " 0 - ' 7 1 " 0 - ' 5 1 TENT 1 HIGH PT 98' - 11 7/8" i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 EXTERIOR ELEVATIONS A2.0 EX. CHIMNEY TO REMAIN 0° 5.0 4 ROOFING 01 SIDING 01 2F ROOF SPRING PT 119' - 0" 2ND FLR F.F.E. 110' - 0" CLG HT. 108' - 0" 1F ROOF SPRING PT 107' - 9" 1ST FLR F.F.E. 99' - 9" EX. STONE TO REMAIN EX. STONE TO REMAIN 1 EAST ELEVATION 1/4" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE 12 5 12 5 12 5 12 5 12 5 12 5 SIDING 01 SIDING 01 SIDING 01 SIDING 01 SIDING 01 EX. CHIMNEY SIDING 01 SIDING 01 12 2.1 12 2 EXTERIOR ELEVATION NOTES Sidetracked Studio 1. CONTRACTOR TO PREP/REPAIR EXISTING SIDING AS NEEDED AND PAINT. 2. EXISTING BRICK TO REMAIN. CONTRACTOR TO REPAIR/REPOINT AS NEEDED. 3. CONTRACTOR TO REPAIR EXISTING PARGING AS NEEDED. 1806 Holly St. Austin, Texas 512 220 6865 BUILDING CALCULATIONS LOWEST ADJ. GRADE: 96' - 0" HIGHEST ADJ. GRADE: 98' - 7 3/4" REF: 2/A0.0 AVG. ADJ. GRADE: 97' - 3 7/8" BUILDING HEIGHT: REF: 1/A2.1 25' - 10" BUILDING TENT 1 HIGH PT: BUILDING TENT 2 HIGH PT: BUILDING TENT 3 HIGH PT: REF: 2/A0.0 98' - 11 7/8" 96' - 11 5/8" 96' - 0 3/4" PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. SIDING 01 12 5 SIDING 01 NEW STONE 01 TO MATCH EXISTING EX. STONE TO REMAIN 2F ROOF SPRING PT 119' - 0" 2ND FLR F.F.E. 110' - 0" CLG HT. 108' - 0" 1F ROOF SPRING PT 107' - 9" 1ST FLR F.F.E. 99' - 9" E N I L G N D L I U B I NEW STONE 01 TO MATCH EXISTING i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 EXTERIOR ELEVATIONS A2.1 2F ROOF SPRING PT 119' - 0" 2ND FLR F.F.E. 110' - 0" CLG HT. 108' - 0" 1F ROOF SPRING PT 107' - 9" 1ST FLR F.F.E. 99' - 9" TENT 2 HIGH PT 96' - 11 5/8" TENT 1 HIGH PT 98' - 11 7/8" 1 SOUTH ELEVATION 1/4" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE 2 NORTH ELEVATION 1/4" = 1'-0" SIDE GABLE EXEMPTION PER CH. 25-2, SUBCHAPTER F, ARTICLE 1.2.6.E.3.a 22' - 2 3/4" TENT 1 TENT 2 Q E Q E 12 5 12 5 SIDING 01 12 5 12 5 SIDING 01 I T H G E H G N D L U B I I " 0 1 - ' 5 2 AVG. ADJ. GRADE 97' - 3 7/8" 3 FRONT PORCH PERSPECTIVE Sidetracked Studio 1806 Holly St. Austin, Texas 512 220 6865 PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Norma Yancey. It is not to be used for regulatory approval, permitting, or construction purposes. 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. i e c n e d s e R r e m y R d R y l r e v e B 4 0 2 3 3 0 7 8 7 X T , n i t s u A COPYRIGHT © 2021 Norma Yancey, AIA PROJECT 0000 SECTIONS A3.0 CEILING 01 PERIMETER BEAM; 4X8 CLG HT. 108' - 0" " 1 1 - ' 1 1 " 3 - ' 8 " 2 " 4 3 / 7 SLOPE TO CREATE SMALL SWALE FOR POSITIVE DRAINAGE 1ST FLR F.F.E. 99' - 9" DATE ISSUED FOR 04.15.21 05.07.21 05.12.21 FOR PERMIT FOR PRICING FOR PRICING 2 PORCH PERSPECTIVE 1 SECTION AT FRONT PORCH 1/2" = 1'-0" FOR PRELIMINARY PRICING; SCOPE AND DESIGN SUBJECT TO CHANGE