6 - 724 Patterson Avenue - Plans — original pdf

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Butler Residence 724 Patterson Ave Austin, TX 78703 ARCHITECT: Norma Yancey, AIA SIDETRACKED STUDIO, PLLC 1605 E. 7th Unit B Austin, Texas 78702 phone: 512.220.6865 norma@sidetracked-studio.com CHRISTY BUTLER 724 PATTERSON AVE AUSTIN, TX 78703 LEGAL DESCRIPTION N60FT OF LOT 31 DEATS E T ZONING INFORMATION SF-3-NP Zoning Case: C14-02-0112 Zoning Ordinance: Zoning Overlays: 99-0225-70(b) 020926-26 NEIGHBORHOOD PLANNING AREA OLD WEST AUSTIN RESIDENTIAL DESIGN STANDARDS OWNER INFORMATION INDEX OF DRAWINGS G1.0 D1.0 A0.0 A1.0 A1.1 A2.0 A2.1 COVER SHEET DEMOLITION PLAN SITE PLAN FIRST FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS FLOOR TO AREA RATIO: EXIST. DEMO NEW EXEMPT TOTAL SQUARE FOOTAGE LOT SIZE 4508 SF FIRST FLOOR CONDITIONED SPACE: COVERED PORCHES: CARPORT: TOTAL: 1,432 SF/4,508 SF = 31.8% < 40% FAR ALLOWED BY CODE FIRST FLOOR CONDITIONED SPACE: FRONT PORCH: CARPORT: TOTAL BUILDING AREA: TOTAL BUILDING COVERAGE: DRIVEWAY: SIDEWALKS & STEPS: UNCOVERED PATIO: SUB-TOTAL: TOTAL: 1101 154 420 1675 1101 171 420 1692 1692 596 270 0 866 2558 0 0 420 420 0 0 420 420 420 239 270 0 509 929 331 17 0 348 331 0 0 331 331 0 51 17 68 399 0 171 0 171 0 0 0 0 0 0 0 0 0 0 1432 0 0 1432 1432 171 0 1603 1603 357 51 17 425 2028 IMPERVIOUS COVER: EXIST. DEMO NEW EXEMPT TOTAL 2,028 SF/4,508 SF = 45.0% < 45% IMPERVIOUS COVERAGE ALLOWED BY CODE Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 09.28.20 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. e c n e d s e R i r e l t u B e u n e v A n o s r e t t a P 4 2 7 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 09.28.20 FOR PERMIT PROJECT 0000 COVER SHEET G1.0 HALF-SIZE SET 2 REAR VIEW 1 FRONT VIEW CROSSHATCH DENOTES EXISTING NON-COMFORMING W 8TH ST S 64°31'01" E 69.26' 19" PECAN 1/4 CRZ EM NEW A/C PADS; 18 SF EX. ROCK WALL 22" PECAN EX. RETAINING ROCK WALL 2' - 0" 1/2 CRZ FULL CRZ 15' STREET YARD SETBACK EX. SINGLE-STORY RESIDENCE; 1101 SF FULL CRZ EX. COVERED FRONT PORCH; 154 SF PORTION OF EX. PORCH UNCOVERED; 17 SF ROOF LINE ' 1 2 . 3 6 ' E " 4 0 7 4 ° 8 2 N K C A B T E S D R A Y R A E R ' 0 1 NEW SINGLE- STORY ADDITION; 331 SF NEW CONC. STEPS; 33 SF COVERED CONC. LANDING, 17 SF 5' SIDE YARD SETBACK S 64°31'01" E 69.26' 2 SITE PLAN - PROPOSED 1/8" = 1'-0" CROSSHATCH DENOTES EXISTING NON-COMFORMING ROOF LINE 19" PECAN 1/4 CRZ EM W 8TH ST EX. ROCK WALL S 64°31'01" E 69.26' 22" PECAN 1/2 CRZ FULL CRZ 15' STREET SIDE YARD SETBACK EX. SINGLE-STORY RESIDENCE; 1101 SF K C A B T E S D R A Y R A E R ' 0 1 FULL CRZ EX. COVERED FRONT PORCH; 154 SF EX. RETAINING ROCK WALL EX. AWNING TO BE REMOVED ' 1 2 . 3 6 ' E " 4 0 7 4 ° 8 2 N 1/4 CRZ 1/2 CRZ K C A B T E S D R A Y T N O R F ' 5 2 1/4 CRZ 1/2 CRZ K C A B T E S D R A Y T N O R F ' 5 2 ROOF LINE PORTION OF EX. CONC DRIVEWAY TO BE REMOVED; 240 SF EX. CONC. DRIVEWAY TO REMAIN; 357 SF EXISTING PARKING ' 0 0 . 0 6 W ' " 0 0 5 1 ° 9 1 S ' 0 0 0 6 . W ' " 0 0 5 1 ° 9 1 S PORTION OF EX. PORCH UNCOVERED; 17 SF ROOF LINE ROOF LINE EX. STEPS TO BE REMOVED; 53 SF EX. CONC DRIVE 596 SF BRICK GARDEN EDGE TO BE REMOVED; 10 SF EX. ROOF TO BE REMOVED; 85 SF EX. CARPORT TO BE REMOVED; 420 SF 5' SIDE YARD SETBACK S 64°31'01" E 69.26' 1 SITE PLAN - EXISTING 1/8" = 1'-0" CONC STEPS TO BE REMOVED; 5 SF CONC PAD TO BE REMOVED; 127 SF 0 1 X 8 I L A R E T A M I G N G A T S 20 YARD DUMPSTER E V N A O S R E T T A P 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 E V N A O S R E T T A P Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 09.28.20 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. e c n e d s e R i r e l t u B e u n e v A n o s r e t t a P 4 2 7 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 09.28.20 FOR PERMIT PROJECT 0000 SITE PLAN A0.0 HALF-SIZE SET 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. 19" PECAN 1/4 CRZ 1/2 CRZ FULL CRZ FULL CRZ 22" PECAN 1/2 CRZ 1/4 CRZ 15' STREET YARD SETBACK REPLACE EXISTING ROOF W/ NEW ROOFING 1; EX. DECKING AND FRAMING TO REMAIN REPLACE EXISTING ROOF W/ NEW ROOFING 1; EX. DECKING AND FRAMING TO REMAIN REPLACE EXISTING ROOF W/ NEW ROOFING 1; EX. DECKING AND FRAMING TO REMAIN 2:12 I 1 0 G N F O O R K C A B T E S D R A Y R A E R ' 0 1 PITCH BREAK ROOFING 02 ROOFING 01 ROOFING 01 E G D R I 6:12 6:12 5' SIDE YARD SETBACK K C A B T E S D R A Y T N O R F ' 5 2 1 ROOF PLAN 1/4" = 1'-0" Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 09.28.20 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. e c n e d s e R i r e l t u B e u n e v A n o s r e t t a P 4 2 7 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 09.28.20 FOR PERMIT PROJECT 0000 ROOF PLAN A1.1 HALF-SIZE SET 12 6 12 2 SIDING 01 12 6 Q E Q E AVG HEIGHT OF NEW GABLE ROOF 112' - 7 1/4" AVG HEIGHT OF MAIN GABLE ROOF : 112' - 2 1/4" Q E Q E GABLE ROOF: HIGHEST AVG HEIGHT 112' - 7 1/4" I T H G E H G N D L I U B I " 4 / 1 3 - ' 5 1 CLG HT. 109' - 6" ROOF SPRING PT 108' - 9" " 9 " 9 - ' 8 F.F.E. 100' - 0" AVERAGE ADJ. GRADE 97' - 4 1/4" PATCH SIDING WHERE WINDOW IS REMOVED LOWEST ADJ. GRADE 95' - 5 3/4" HIGHEST ADJ. GRADE 99' - 2 3/4" 2 SOUTH ELEVATION 1/4" = 1'-0" EXTERIOR ELEVATION Sidetracked Studio 1. CONTRACTOR TO PREP/REPAIR EXISTING SIDING AS NEEDED AND PAINT. 2. CONTRACTOR TO REPAIR EXISTING PARGING AS NEEDED. 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 BUILDING HEIGHT CALCULATIONS HIGHEST ADJ. GRADE: LOWEST ADJ. GRADE: 99' - 2 3/4" 95' - 5 3/4" AVERAGE ADJ. GRADE: HIGHEST AVG. ROOF HEIGHT: 112' - 7 1/4" 97' - 4 1/4" BUILDING HEIGHT: 15' - 3 1/4" 09.28.20 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. e c n e d s e R i r e l t u B e u n e v A n o s r e t t a P 4 2 7 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 09.28.20 FOR PERMIT PROJECT 0000 EXTERIOR ELEVATIONS A2.0 HALF-SIZE SET CLG HT. 109' - 6" ROOF SPRING PT 108' - 9" F.F.E. 100' - 0" PATCH SIDING WHERE WINDOW IS REMOVED NEW STL RAILING; TBD ROOFING 01 SIDING 01 SIDING 01 NEW STL PLANTER NEW CONC STEPS WITH TILE TREAD FINISH 1 EAST ELEVATION 1/4" = 1'-0" ADJ. GRADE 95' - 5 3/4" ADJ. GRADE 99' - 2 3/4" PATCH SIDING WHERE WINDOW IS REMOVED 2 NORTH ELEVATION 1/4" = 1'-0" CLG HT. 109' - 6" ROOF SPRING PT 108' - 9" F.F.E. 100' - 0" EXTERIOR ELEVATION 1. CONTRACTOR TO PREP/REPAIR EXISTING SIDING AS NEEDED AND PAINT. 2. CONTRACTOR TO REPAIR EXISTING PARGING AS NEEDED. Sidetracked Studio 1605 E. 7th St. Unit B Austin, Texas 512 220 6865 BUILDING HEIGHT CALCULATIONS HIGHEST ADJ. GRADE: LOWEST ADJ. GRADE: 99' - 2 3/4" 95' - 5 3/4" AVERAGE ADJ. GRADE: HIGHEST AVG. ROOF HEIGHT: 112' - 7 1/4" 97' - 4 1/4" BUILDING HEIGHT: 15' - 3 1/4" 09.28.20 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. e c n e d s e R i r e l t u B e u n e v A n o s r e t t a P 4 2 7 3 0 7 8 7 X T , n i t s u A DATE ISSUED FOR 09.28.20 FOR PERMIT PROJECT 0000 EXTERIOR ELEVATIONS A2.1 HALF-SIZE SET TUBE STL AWNING W/ ROOFING 01 ROOFING 01 SIDING 01 CLG HT. 109' - 6" ROOF SPRING PT 108' - 9" F.F.E. 100' - 0" SIDING 01 PATCH SIDING WHERE DOOR IS REMOVED PATCH SIDING WHERE WINDOW IS REMOVED 1 WEST ELEVATION 1/4" = 1'-0" WEST ELEVATION (Front) 724 Patterson AveAustin, TX 78703NORTH ELEVATION 724 Patterson AveAustin, TX 78703EAST ELEVATION 724 Patterson AveAustin, TX 78703APPROX. LOCATION OF EXTERIOR WALL DEMOLITION AND PLACEMENT OF NEW ADDITION SOUTH ELEVATION 724 Patterson AveAustin, TX 78703