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MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com PROJECT TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 4 2 0 8 2 T 0 S U G U A S E R C P I R O T S I H SHEET/REVISION INDEX KEY NEW SHEET REVISED SHEET NO CHANGE SHEET REMOVED DESIGN 1.1 - SITE PLAN 1.2 - TREE PROTECTION PLAN 1.3 - VISITABILITY EXEMPTION SITE PLAN 1.4 - VISITABILITY PLAN 1.5 - FLOOR PLAN 1.6 - ROOF PLAN 2.1 - ELEVATIONS 6.1 - WINDOW AND DOOR SCHEDULES REAGAN TERRACE (50' R.O.W) 546 5 4 5 EXISTING DRIVEWAY 5 4 6 7 4 5 EXISTING SIDEWALK 5 4 9 10' STREET SIDE SETBACK (TWO UNITS) EXIST ROCK WALK 15 ' STREET SIDE SETBACK 5002 7 4 5 0.310 AC. 13,503 SQ. FT. EXIST ROCK WALK / STEPS LOT 2 549 9' 0.6 2 " E 4 6'3 2 ° 3 N 7 5005 5007 5 ' S I D E S E T B A C K 5 5 5 P L A N T E R LOW POINT - 554'-6 1/2" 5 5 6 NEW SECOND UNIT FFE 556 1,017 SF C 7 2 L FND. 1/2" I. ROD ALLPOINTS 5000 5001 FND. 1" I. PIPE 5004 POWER POLE OH OH OH OH OH OH OH 547 0 5 5 5 5 2 5 5 3 S T R E E T S I D E S E T B A C K ( T W O U N I T S ) S T R E E T S I D E S E T B A C K 1 5 ' 1 0 ' 5 5 4 LOT 3 OH 9 4 5 E X I S T R O C K R E T A I N I N G 5 5 0 OH EXISTING PORCH & STEPS FFE 554.08 119 SF ACCESS TO CRAWL SPACE OH GM ELEC OH 5 5 1 EXISTING DRIVEWAY 460 SF 5 5 4 STONE PAVERS ON GRAVEL 69 SF MUD FFE 554.53 55 SF 552 EXISTING STEPS 35 SF 5 5 3 EXISTING AREA OF GRAVEL FFE 554.53 EXISTING STEPS 9 SF E X I S T I N G S I D E W A L K N 1 6 ° 0 0 ' 1 6 ' ' E 3 9 . 7 0 ' EXIST ROCK WALK / STEPS 667 SF EXIST YARD LAMP 550 EXIST WATER TANK 20 SF EXISTING COVERED PORCH 62 SF FFE 554.62 2 5 ' F R O N T S E T B A C K EXIST AREA OF GRAVEL NO WORK EXISTING DWELLING UNIT 2-STORY WOOD & STUCCO HOUSE ON PIER AND BEAM 1,358 SF (1ST FLR) NO WORK NEW POOL 12' x 24' COPING 68 SF NEW UNCOVERED PATIO 459 SF HIGH POINT - 557'-5 3/4" 5 ' S I D E S E T B A C K 5 5 7 5008 558 556 K C A B T E R S A E 0' R 1 5009 0') 0' (6 0.0 2'' W 6 6'3 2 ° 3 S 7 5010 EXISTING WOOD SHED ON CONC. 216 SF LOT 16 SCREENED IN PATIO FFE 554.35 190 SF EXISTING CRUSHED GRANITE W/ OPEN PERGOLA 554 EXIST PLANTER 5006 555 EXIST AC 8 SF EXIST AC 8 SF AREA OF GRAVEL POOL EQUIP PAD 24 SF 5' SIDE SETBACK N 63°46'59'' W 125.51' AREA OF GRAVEL CURRENT SCOPE OF WORK LOT 4 BLOCK 32 1 7 ' - 7 1 / 2 " 6'- 2 1 / 4 " 544 545 546 ( 8 0 ' T R A V I S H E I G H T S B O U L E V A R D R . O . W ) 547 5003 W.M. W 548 FND. 1/2" I. ROD FND. 1/2" I. ROD S 1 6 ° 0 0 ' 1 6 " W 5 0 . 0 0 ' 550 549 5 5 2 551 RESUBDIVISION OF BLOCK NO. 32 OF TRAVIS HEIGHTS VOL. 398, PG. 1, D.R.T.C. LOT 1 1 SITE PLAN 1/8" = 1'-0" POOL NOTES 1. POOL TO COMPLY WITH ISPSC BARRIER REQUIREMENTS PER SEC 305. 2. SWIMMING POOL TO BE EQUIPPED WITH POWERED AND LOCKABLE SAFETY COVER COMPLYING WITH ASTM F1346. GENERAL PERMIT NOTES 1. SEE BSPA FORM AND STAMPED SITE PLAN FOR AUSTIN ENERGY APPROVAL. 2. SEE WWWSPV FORM FOR AUSTIN WATER APPROVAL. PROJECT DATA 1611 TRAVIS HEIGHTS BLVD AUSTIN, TX 78704 JURISDICTION: AUSTIN FULL PURPOSE ZONING: SF-3-NP COUNCIL DISTRICT: 9 COUNTY: TRAVIS MAP GRID: MJ20 LEGAL DESCRIPTION LOT 2&3 *& N5FT LOT 1 BLK 32 TRAVIS HEIGHTS MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com PROJECT TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 AREA CALCULATIONS LOT (PER SURVEY) FAR ALLOWED (TWO UNITS) IMPERVIOUS ALLOWED BUILDING COVERAGE ALLOWED 13,503 SF 55% (7,426 SF) 45% (6,076 SF) 40% (5,401 SF) 1,358 SF 794 SF 55 SF 190 SF 181 SF 1,784 SF 919 SF 98 SF 1,017 SF 1,358 SF 181 SF 245 SF 1,017 SF 460 SF 667 SF 528 SF 276 SF 68 SF 288 SF EXIST DWELLING UNIT CALCULATIONS EXIST FIRST FLOOR (CONDITIONED) EXIST SECOND FLOOR (CONDITIONED) EXIST MUD (NOT INCL'D IN CALC.) EXIST SCREENED PATIO (NOT INCL'D IN CALC.) EXIST PORCHES (NOT INCL'D IN CALC.) EXIST DWELLING UNIT CONDITIONED NEW SECOND DWELLING UNIT CALCULATIONS NEW SECOND UNIT (CONDITIONED) STORAGE / MECH SECOND UNIT CONDITIONED BUILDING COVERAGE EXIST DWELLING UNIT EXIST PORCHES EXIST MUD & SCREENED PATIO NEW SECOND UNIT (GUEST HOUSE) TOTAL BUILDING COVERAGE BUILDING COVERAGE ALLOWED 2,801 SF (20.7%) 5,401 SF (40%) IMPERVIOUS COVERAGE BUILDING COVERAGE (EXIST + NEW 2ND UNIT) 2,801 SF DRIVEWAY EXIST WALKWAYS + ROCK STEPS + RETAINING NEW PATIO + WALKWAYS + PAVERS A/C UNIT + POOL EQUIPMENT PADS + OTHER POOL COPING POOL (NOT INCL'D IN CALC.) TOTAL IMPERVIOUS COVERAGE IMPERVIOUS ALLOWED (SF-3) 4,800 SF (35.5%) 6,076 SF (45%) SITE GENERAL NOTES 1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE OR WITHIN 12' OF THE TRUNK, WHICHEVER DISTANCE IS GREATER. 2. TREE PROTECTION FENCING TO BE INSTALLED AT THE 1/2 CRZ OF TREES WITHIN THE AREAS OF CONSTRUCTION, STORAGE OR TRANSPORT IMPACT. 3. CONTRACTOR TO SET UP ON-SITE PRE-CONSTRUCTION MEETING WITH ARBORIST AND MATT GARCIA DESIGN TO REVIEW TREE PROTECTION. 4. NO PIERS WITHIN 5' OF TREE TRUNKS. 5. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN LIMITS OF TREE PROTECTION FENCE. 6. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES). 7. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION ON A REGULAR BASIS. 8. APPLY MULCH AT CRITICAL ROOT ZONES OF ALL TREES. 9. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM THE HOUSE. 10. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN THE CRITICAL ROOT ZONE. 11. COORDINATE AREAS FOR MATERIAL STORAGE AND DELIVERY WITH MGD AND PREPARE SUCH AREAS SO THAT THEY CAN BE EFFECTIVELY USED FOR DELIVERIES. 12. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND REGULARY INSPECTING THE SILT FENCE DURING CONSTRUCTION/DEMOLITION INCLUDING THE REMOVAL AND PROPER DISPOSAL OF ANY ACCUMULATED SILT AND DEBRIS. 13. CONTRACTOR WILL NOT BEGIN WORK UNTIL THE SILT FENCE AND TREE PROTECTION HAVE BEEN INSTALLED. 14. NOTIFY "ONE-CALL" OR APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS. 15. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. 16. LIMITS OF CONSTRUCTION - THIS SITE IS NOT SUBJECT TO LIMITS OF CONSTRUCTION. ALL AREAS OF THE SITE CAN BE UTILIZED FOR CONSTRUCTION ACTIVITY EXCEPT AREAS REQUIRED FOR TREE PROTECTION. ABBREVIATIONS TPF - TREE PROTECTION FENCE PSRW - PLATE STEEL RETAINING WALL TOW - TOP OF WALL TREE PLAN NOTES MAIN SITE ACCESS ROUTE HALF CRZ OF PROTECTED TREES TEMPORARY TREE PROTECTION FENCING (CHAIN LINK, 5' TALL) 8" MULCH LAYER 1. PRIOR TO TO DEVELOPMENT, CONTRACTOR TO PROVIDE A ROOT ZONE MULCH LAYER AND MAINTAIN TREE PROTECTION FENCING (CHAIN LINK, FIVE FOOT TALL) FOR ALL PROTECTED TREES ON THE SITE FOR THE DURATION OF THE PROJECT. SEE DIAGRAM IMAGE BELOW. 2. A 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. SEE DIAGRAM BELOW. 3. THERE SHALL BE NO UTILITY ROUTES OR METERS WITHIN THE 1/2 CRZ OF PROTECTED TREES ON THE SITE. 4. THERE SHALL BE NO ACCESS ROUTES, MATERIAL STAGING, CONCRETE WASHOUTS, DUMPSTERS, SCAFFOLDING, OR PORTABLE TOILETS WITHIN THE CRZ OF PROTECTED TREES ON THE SITE. 5. 2x4 PLANKS, 6' TALL MIN, TO BE STRAPPED SECURELY AROUND ALL 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. SEE DIAGRAM BELOW. 6. THERE SHALL BE NO PRUNING OF PROTECTED TREES WITHOUT THE ASSESMENT BY A PRIVATE CERTIFIED ARBORIST. PAID RECEIPTS FOR ANY NEEDED WORK ON PROTECTED SIZE TREES WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 7. AT LEAST 50% OF THE TOTAL AREA OF THE OF THE CRITICAL ROOT ZONE OF PROTECTED TREES MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER PER ECM SECTION 3.5.2. TREE LIST 5000 5001 5002 5003 5004 5005 19" LIVE OAK 12" LIVE OAK 19" PECAN 18" CREPE MYRTLE 17" LIVE OAK 19" RED OAK 5006 5007 5008 5009 5010 22" PECAN 8" MEXICAN PLUM 28" LIVE OAK 17" HACKBERRY 13" CEDAR ELM TITLE DATE SHEET SITE PLAN AUGUST 08 2024 N 1.1 TREE 5005 - 19" RED OAK TREE 5006 - 22" PECAN TREE 5009 - 17" HACKBERRY TREE 5008 - 28" LIVE OAK 1 0 ' S T R E E T S I D E S E T B A C K ( T W O U N I T S ) P R O P E R T Y L I N E F E N C E 5 ' S I D E S E T B A C K " 6 '- Z 9 R F C L A H FULL CRZ 19' NO IMPACT 975 SF NEW SECOND UNIT 120 SF PLANTER 17 SF FULL CRZ AREA - 1,134 SF ALLOWED IMPACT < 50% < 567 SF PROPOSED + EXIST IMPACT - 137 SF (12.1%) POOL 89 SF NEW PATIO 157 SF 1' Z 1 R F C L A H NO IMPACT 1,090 SF FULL CRZ 22' L A N D S C A P I N G EXIST PLANTER 10 SF L A N D S C A P I N G L A N D S C A P I NG EXIST SHED ON CONC. 174 SF 10' REAR SETBACK K C A B T E R S A E 0' R 1 FULL CRZ AREA - 1,520 SF ALLOWED IMPACT < 50% < 760 SF PROPOSED + EXIST IMPACT - 430 SF (28%) REAGAN TERRACE (50' R.O.W) 546 K C A B T E R S A E 0' R 1 NEW PATIO + SECOND UNIT 71 SF K C A B T E R S A E 0' R 1 NO IMPACT 837 SF E C N E D F O O W " 6 '- Z 8 R F C L A H E Y L I N T R E P O R P E Y L I N T R E P O R P FULL CRZ 17' NEIGHBORING PROPERTY FULL CRZ AREA - 908 SF ALLOWED IMPACT < 50% < 454 SF PROPOSED + EXIST IMPACT - 71 SF (7.8%) 9' 0.6 2 " E 4 6'3 2 ° 3 N 7 NEIGHBORING PROPERTY UNKNOWN DRIVE / HOUSE IMPACT 291 SF 4' Z 1 R F C L A H W O O D F E N C E E C N E D F O O W NO IMPACT 1,981 SF FULL CRZ 28' NEIGHBORING PROPERTY P R O P E R T Y L I N E 5 ' R E A R S E T B A C K NEW SECOND UNIT 160 SF NEW PATIO 31 SF K C A B T E R S A E 0' R 1 E Y L I N T R E P O R P FULL CRZ AREA - 2,463 SF ALLOWED IMPACT < 50% < 1,231.5 SF PROPOSED + EXIST IMPACT - 482 SF (19.5%) CURRENT SCOPE OF WORK POWER POLE OH OH OH OH OH OH OH 5 4 6 EXISTING DRIVEWAY 7 4 5 A C C R E O S U T S E C 7 2 L FND. 1/2" I. ROD ALLPOINTS 5000 5001 FND. 1" I. PIPE 2x4 PLANKS AROUND TREE TRUNKS 5004 547 0 5 5 5 5 2 S T R E E T S I D E S E T B A C K ( T W O U N I T S ) S T R E E T S I D E S E T B A C K 1 5 ' 1 0 ' 5 5 3 2x4 PLANKS AROUND TREE TRUNKS 5005 5007 MULCH 5 ' S I D E S E T B A C K 5 5 5 9 4 5 DUMP TRAILER OH 5 5 0 OH E X I S T R O C K R E T A I N I N G PORT TOILET PAINT WASH0UT OH T R E D E U P R I R N O G T C E C O T N I O S T N R F U E C N T C I O E N 5 5 4 LOT 3 5 5 1 CONCRETE WASHOUT 5 5 4 LOW POINT - 554'-6 1/2" 5 5 6 P L A N T E R MULCH NEW SECOND UNIT FFE 556 1,017 SF 5 4 5 LOT 4 BLOCK 32 544 545 546 ( 8 0 ' T R A V I S H E I G H T S B O U L E V A R D R . O . W ) 7 4 5 0.310 AC. 13,503 SQ. FT. EXIST ROCK WALK / STEPS LOT 2 549 E X I S T I N G S I D E W A L K N 1 6 ° 0 0 ' 1 6 ' ' E 3 9 . 7 0 ' EXISTING SIDEWALK 5 4 9 10' STREET SIDE SETBACK (TWO UNITS) EXIST ROCK WALK 15 ' STREET SIDE SETBACK 5002 2x4 PLANKS AROUND TREE TRUNKS 550 EXIST WATER TANK EXISTING COVERED PORCH 2 5 ' F R O N T S E T B A C K EXIST AREA OF GRAVEL 5 5 2 551 547 5003 W.M. W 548 FND. 1/2" I. ROD FND. 1/2" I. ROD S 1 6 ° 0 0 ' 1 6 " W 5 0 . 0 0 ' 550 549 EXIST ROCK WALK / STEPS EXIST YARD LAMP FFE 554.62 EXISTING DWELLING UNIT 2-STORY WOOD & STUCCO HOUSE ON PIER AND BEAM FFE 554.53 EXISTING STEPS EXISTING PORCH & STEPS FFE 554.08 ACCESS TO CRAWL SPACE OH GM ELEC NO WORK MUD FFE 554.53 552 EXISTING STEPS EXISTING AREA OF GRAVEL MATERIAL STAGING AREA 5 5 3 NO WORK SCREENED IN PATIO FFE 554.35 EXISTING CRUSHED GRANITE W/ OPEN PERGOLA EXIST AC EXIST AC AREA OF GRAVEL POOL EQUIP PAD 5' SIDE SETBACK N 63°46'59'' W 125.51' AREA OF GRAVEL MULCH STONE PAVERS ON GRAVEL MULCH NEW POOL 12' x 24' NEW UNCOVERED PATIO HIGH POINT - 557'-5 3/4" 5 ' S I D E S E T B A C K 2x4 PLANKS AROUND TREE TRUNKS 5008 558 5 5 7 E C TI O N N C E U N F R T T I O N S O C T E G C O R R I N E P U R E D T MULCH T R E D E U P R I R N O G T C E C O T I O N S T N R F U E C N T I C O E N 556 E C TI O N N C E U N F R T T I O N O S C T E G C O R R I N E P U D E R T MULCH 554 EXIST PLANTER 2x4 PLANKS AROUND TREE TRUNKS 5006 555 E C N E N F O I T C E T O R E P E R T N O TI C U R T S N O G C N I R U D EXISTING WOOD SHED ON CONC. MULCH 2x4 PLANKS AROUND TREE TRUNKS K C A B T E R S A E 0' R 1 5010 5009 0') 0' (6 0.0 2'' W 6 6'3 2 ° 3 S 7 1 7 ' - 7 1 / 2 " 6'- 2 1 / 4 " LOT 16 RESUBDIVISION OF BLOCK NO. 32 OF TRAVIS HEIGHTS VOL. 398, PG. 1, D.R.T.C. LOT 1 1 TREE PROTECTION PLAN + DIAGRAMS 1/8" = 1'-0" PROJECT DATA 1611 TRAVIS HEIGHTS BLVD AUSTIN, TX 78704 JURISDICTION: AUSTIN FULL PURPOSE ZONING: SF-3-NP COUNCIL DISTRICT: 9 COUNTY: TRAVIS MAP GRID: MJ20 LEGAL DESCRIPTION LOT 2&3 *& N5FT LOT 1 BLK 32 TRAVIS HEIGHTS AREA CALCULATIONS LOT (PER SURVEY) FAR ALLOWED (TWO UNITS) IMPERVIOUS ALLOWED BUILDING COVERAGE ALLOWED 13,503 SF 55% (7,426 SF) 45% (6,076 SF) 40% (5,401 SF) MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com PROJECT TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 1,358 SF 794 SF 55 SF 190 SF 181 SF 1,784 SF 919 SF 98 SF 1,017 SF 1,358 SF 181 SF 245 SF 1,017 SF 460 SF 667 SF 528 SF 276 SF 68 SF 288 SF EXIST DWELLING UNIT CALCULATIONS EXIST FIRST FLOOR (CONDITIONED) EXIST SECOND FLOOR (CONDITIONED) EXIST MUD (NOT INCL'D IN CALC.) EXIST SCREENED PATIO (NOT INCL'D IN CALC.) EXIST PORCHES (NOT INCL'D IN CALC.) EXIST DWELLING UNIT CONDITIONED NEW SECOND DWELLING UNIT CALCULATIONS NEW SECOND UNIT (CONDITIONED) STORAGE / MECH SECOND UNIT CONDITIONED BUILDING COVERAGE EXIST DWELLING UNIT EXIST PORCHES EXIST MUD & SCREENED PATIO NEW SECOND UNIT (GUEST HOUSE) TOTAL BUILDING COVERAGE BUILDING COVERAGE ALLOWED 2,801 SF (20.7%) 5,401 SF (40%) IMPERVIOUS COVERAGE BUILDING COVERAGE (EXIST + NEW 2ND UNIT) 2,801 SF DRIVEWAY EXIST WALKWAYS + ROCK STEPS + RETAINING NEW PATIO + WALKWAYS + PAVERS A/C UNIT + POOL EQUIPMENT PADS + OTHER POOL COPING POOL (NOT INCL'D IN CALC.) TOTAL IMPERVIOUS COVERAGE IMPERVIOUS ALLOWED (SF-3) 4,800 SF (35.5%) 6,076 SF (45%) SITE GENERAL NOTES 1. NO UNDERGROUND UTILITY TRENCHES PERMITTED IN THE 1/2 CRITICAL ROOT ZONE OR WITHIN 12' OF THE TRUNK, WHICHEVER DISTANCE IS GREATER. 2. TREE PROTECTION FENCING TO BE INSTALLED AT THE 1/2 CRZ OF TREES WITHIN THE AREAS OF CONSTRUCTION, STORAGE OR TRANSPORT IMPACT. 3. CONTRACTOR TO SET UP ON-SITE PRE-CONSTRUCTION MEETING WITH ARBORIST AND MATT GARCIA DESIGN TO REVIEW TREE PROTECTION. 4. NO PIERS WITHIN 5' OF TREE TRUNKS. 5. NO ACCESS, PARKING OR MATERIAL STORAGE WITHIN LIMITS OF TREE PROTECTION FENCE. 6. ALL ROOT CUTS TO BE CLEAN (NO FRAYED EDGES). 7. FERTILIZE TREE ROOTS AND PROVIDE IRRIGATION DURING CONSTRUCTION ON A REGULAR BASIS. 8. APPLY MULCH AT CRITICAL ROOT ZONES OF ALL TREES. 9. MINIMIZE DISTURBANCE OF EXISTING GRADE AND LANDSCAPE WHEREVER POSSIBLE, WHILE PROVIDING POSITIVE DRAINAGE AWAY FROM THE HOUSE. 10. AFTER CONSTRUCTION, AIRSPADE ALL TREES WHERE CONSTRUCTION ACTIVITIES HAVE COMPACTED SOIL WITHIN THE CRITICAL ROOT ZONE. 11. COORDINATE AREAS FOR MATERIAL STORAGE AND DELIVERY WITH MGD AND PREPARE SUCH AREAS SO THAT THEY CAN BE EFFECTIVELY USED FOR DELIVERIES. 12. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND REGULARY INSPECTING THE SILT FENCE DURING CONSTRUCTION/DEMOLITION INCLUDING THE REMOVAL AND PROPER DISPOSAL OF ANY ACCUMULATED SILT AND DEBRIS. 13. CONTRACTOR WILL NOT BEGIN WORK UNTIL THE SILT FENCE AND TREE PROTECTION HAVE BEEN INSTALLED. 14. NOTIFY "ONE-CALL" OR APPROPRIATE AUTHORITY TO LOCATE EXISTING UTILITY LINES AND PROTECT ALL UTILITIES FROM EXCAVATION OR SIMILAR HAZARDS. 15. PROTECT STRUCTURES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. 16. LIMITS OF CONSTRUCTION - THIS SITE IS NOT SUBJECT TO LIMITS OF CONSTRUCTION. ALL AREAS OF THE SITE CAN BE UTILIZED FOR CONSTRUCTION ACTIVITY EXCEPT AREAS REQUIRED FOR TREE PROTECTION. ABBREVIATIONS TPF - TREE PROTECTION FENCE PSRW - PLATE STEEL RETAINING WALL TOW - TOP OF WALL TREE PLAN NOTES MAIN SITE ACCESS ROUTE HALF CRZ OF PROTECTED TREES TEMPORARY TREE PROTECTION FENCING (CHAIN LINK, 5' TALL) 8" MULCH LAYER 1. PRIOR TO TO DEVELOPMENT, CONTRACTOR TO PROVIDE A ROOT ZONE MULCH LAYER AND MAINTAIN TREE PROTECTION FENCING (CHAIN LINK, FIVE FOOT TALL) FOR ALL PROTECTED TREES ON THE SITE FOR THE DURATION OF THE PROJECT. SEE DIAGRAM IMAGE BELOW. 2. A 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. SEE DIAGRAM BELOW. 3. THERE SHALL BE NO UTILITY ROUTES OR METERS WITHIN THE 1/2 CRZ OF PROTECTED TREES ON THE SITE. 4. THERE SHALL BE NO ACCESS ROUTES, MATERIAL STAGING, CONCRETE WASHOUTS, DUMPSTERS, SCAFFOLDING, OR PORTABLE TOILETS WITHIN THE CRZ OF PROTECTED TREES ON THE SITE. 5. 2x4 PLANKS, 6' TALL MIN, TO BE STRAPPED SECURELY AROUND ALL 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. SEE DIAGRAM BELOW. 6. THERE SHALL BE NO PRUNING OF PROTECTED TREES WITHOUT THE ASSESMENT BY A PRIVATE CERTIFIED ARBORIST. PAID RECEIPTS FOR ANY NEEDED WORK ON PROTECTED SIZE TREES WILL BE REQUIRED BY THE FINAL TREE INSPECTOR. 7. AT LEAST 50% OF THE TOTAL AREA OF THE OF THE CRITICAL ROOT ZONE OF PROTECTED TREES MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER PER ECM SECTION 3.5.2. TREE LIST 5000 5001 5002 5003 5004 5005 19" LIVE OAK 12" LIVE OAK 19" PECAN 18" CREPE MYRTLE 17" LIVE OAK 19" RED OAK 5006 5007 5008 5009 5010 22" PECAN 8" MEXICAN PLUM 28" LIVE OAK 17" HACKBERRY 13" CEDAR ELM TITLE TREE PROTECTION PLAN AUGUST 08 2024 DATE SHEET N 1.2 EXIST VISITABILITY TOTAL RISE TOTAL RUN SLOPE % 5'-9" 55'-0" 10.4% REAGAN TERRACE (50' R.O.W) 5 4 5 546 EXIST ORIGIN START @ 546' 5 4 6 7 4 5 9' 0.6 2 " E 4 6'3 2 ° 3 N 7 POWER POLE OH OH OH OH OH OH OH 547 C 7 2 L FND. 1/2" I. ROD ALLPOINTS 5000 5001 FND. 1" I. PIPE 5004 0 5 5 5 5 2 5 5 3 S T R E E T S I D E S E T B A C K ( T W O U N I T S ) S T R E E T S I D E S E T B A C K 1 5 ' 1 0 ' CURRENT SCOPE OF WORK 5 ' S I D E S E T B A C K LOT 4 BLOCK 32 5005 5007 5 5 4 5 5 5 A 1 544 545 546 ( 8 0 ' T R A V I S H E I G H T S B O U L E V A R D R . O . W ) 1B 7 4 5 0.310 AC. 13,503 SQ. FT. EXIST ROCK WALK / STEPS LOT 2 549 E X I S T I N G S I D E W A L K N 1 6 ° 0 0 ' 1 6 ' ' E 3 9 . 7 0 ' 547 5003 W.M. W ORIGIN START @ 549'-10" PATH 548 FND. 1/2" I. ROD FND. 1/2" I. ROD EXISTING SIDEWALK 5 4 9 EXISTING DRIVEWAY 9 4 5 OH 5 5 ' 5 5 0 OH E X I S T R O C K R E T A I N I N G 10' STREET SIDE SETBACK (TWO UNITS) EXIST ROCK WALK 15 ' STREET SIDE SETBACK 5002 OH 5 5 1 EXIST ORIGIN END @ 551'-9" EXISTING PORCH & STEPS FFE 554.08 ACCESS TO CRAWL SPACE OH GM ELEC STONE PAVERS ON GRAVEL LOT 3 LOW POINT - 554'-6 1/2" 5 5 6 NEW SECOND UNIT 996 SF FFE 556 NO WORK MUD FFE 554.53 552 EXISTING STEPS EXISTING AREA OF GRAVEL NEW POOL 12' x 24' NEW UNCOVERED PATIO HIGH POINT - 557'-5 3/4" 5 ' S I D E S E T B A C K 5 5 7 5008 558 EXIST ROCK WALK / STEPS EXIST YARD LAMP FFE 554.62 EXISTING DWELLING UNIT 2-STORY WOOD & STUCCO HOUSE ON PIER AND BEAM FFE 554.53 EXISTING STEPS 550 EXIST WATER TANK EXISTING COVERED PORCH 2 5 ' F R O N T S E T B A C K EXIST AREA OF GRAVEL NO WORK SCREENED IN PATIO FFE 554.35 EXISTING CRUSHED GRANITE W/ OPEN PERGOLA 5006 555 EXIST AC EXIST AC AREA OF GRAVEL POOL EQUIP PAD 5' SIDE SETBACK PATH 119.75' N 63°46'59'' W 125.51' AREA OF GRAVEL 1B LOT 16 556 K C A B T E R S A E 0' R 1 5009 0') 0' (6 0.0 2'' W 6 6'3 2 ° 3 S 7 (+2'-5" @ 2% SLOPE) EXISTING WOOD SHED ON CONC. 5010 E N I C L I H P A R G O P O 6' T 5 5 E N I H L C T A N M O TI C E S A 1 1 7 ' - 7 1 / 2 " 6'- 2 1 / 4 " ORIGIN END @ 553'-7" (2% SLOPE) 5 5 4 H T A P 5' 6.7 1 P A T H 5 5 3 5 1 . 5 ' 7' 554 EXIST PLANTER 5 5 2 551 S 1 6 ° 0 0 ' 1 6 " W 5 0 . 0 0 ' 550 549 RESUBDIVISION OF BLOCK NO. 32 OF TRAVIS HEIGHTS VOL. 398, PG. 1, D.R.T.C. LOT 1 2 VISITABILITY SITE PLAN 1/8" = 1'-0" E D A R W G O L K L A W E D I E / S N I Y L T R E P O R T P N O R F 1 VISITABILITY SITE SECTION 1/8" = 1'-0" FFE @ 554'-6" EXISTING DWELLING UNIT NATURAL GRADE AT 6% SLOPE DASH LINE 2% (1:50) SLOPE REQUIRED NEW SECOND UNIT NATURAL GRADE AT 4.75% SLOPE FFE @ 556' DASH LINE 2% (1:50) SLOPE REQUIRED TITLE VISITABILITY EXEMPTION PLAN 549' 550' 551' 552' 553' 554' 555' 556' 556' 557' 558' OTHER VISITABILITY TOTAL RISE @ 2% TOTAL RUN 3'-9" 188'-0" N REMAINING RISE TO REACH FFE @ 556' 2'-5" NATURAL GRADE % 6% E N I H L C T A N M O TI C E S E N I C L I H P A R G O P O 6' T 5 5 E N I H L C T A N M O TI C E S E N I C L I H P A R G O P O 6' T 5 5 " 5 2'- B E D A R H G G I H E N Y LI T R E P O R R P A E R " 9 3'- A MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com PROJECT TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 DATE SHEET AUGUST 08 2024 1.3 HB BED / OFFICE 001 9' CLG 12' x 16'8 1'-9" T.O. PATIO @ 556' (FFE) T.O. STEP @ 555'-5 5/8" (-6 3/8" FROM FFE) T.O. STEP @ 554'-11 1/4" (-12 3/4" FROM FFE) T.O. STEP @ 554'-4 7/8" (-1'-7 1/8" FROM FFE) T.O. STEP @ 553'-10 1/2" (-2'-1 1/2" FROM FFE) NATURAL GRADE @ 553'-4" (-2'-8" FROM FFE) EXTERIOR VISITABLE ROUTE - POINT OF ORIGIN - @ EXTERIOR STEP, ELEV. 553'- 4" (NATURAL GRADE) - VISITABLE ENTRANCE - @ DOOR, ELEV. 556' - VISITABLE ROUTE - TAKE STEPS FROM NATURAL GRADE TO DOOR. 10'-5.5" WALKWAY LENGTH L T L U A G V E C N I H L S A D KITCHEN / LIVING 002 VAULTED CLG, 14'9 WOOD 17' x 19'8 FFE 556 SHOWER BATH 004 9' CLG 5'7 x 10'2 HALL 003 9' CLG 3'2 B H GUEST BED 005 9' CLG 12'3 x 16'8 STORAGE / MECH 006 9' CLG 5' x 16'8 556' VISITABLE ENTRANCE - DOOR 5'-9" x 8'-0" - VISITABLE NO STEP ENTRY W/ MAX 1/2" BEVELED THRESHOLD 1/2" B H 556' VISITABLE ENTRANCE - DOOR 5'-9" x 8'-0" - VISITABLE NO STEP ENTRY W/ MAX 1/2" BEVELED THRESHOLD " 2 / 1 " 2 / 1 " 5 UNCOVERED PATIO FFE 556 T.O. POOL WALL @ 556' (0" FROM FFE) 1 GUEST VISITABILITY PLAN 1/4" = 1'-0" EXTERIOR ROUTE POINT OF ORIGIN: NATURAL GRADE ELEV - 557'-4" VISITABLE ENTRANCE: DOOR LANDING ELEV - 560' VISITABLE ROUTE: STEPS FROM NATURAL GRADE TO DOOR 10'-5.5" LENGTH RAMP EXEMPTION PER CITY CODE 4.4.7.2 (CAN NOT ACHIEVE RAMPS W/ OUT SWITCH BACKS) VISITABLE ENTRANCE 1. MINIUM CLEAR WIDTH OF 32". 2. BEVELED THRESHOLD 1/2" MAX. INTERIOR COMPLIANCE BATHROOM ROUTE: ENTRY DOOR OF KITCHEN / LIVING OR BED 005 TO HALL 003, BATH 004. 1. MINIMUM CLEAR WIDTH OF 32". 2. THRESHOLDS AND TRANSITIONS SHALL BE RAMPED OR BEVELED. VISITABLE BATHROOM - BATH 004 1. MINIMUM CLEAR OPENING OF 30" AT DOOR. 2. LATERAL 2x6 WOOD BLOCKING SHALL BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS. CENTERLINE OF BLOCKING AT 34" A.F.F. EXCEPT FOR PORTION OF THE WALL LOCATED DIRECTLY BEHIND LAVATORY. ELECTRICAL 1. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE THE INTERIOR FLOOR LEVEL. 2. OUTLETS AND RECEPTICALS MINIMUM 15" ABOVE INTERIOR FOOR LEVEL EXCEPT FOR FLOOR OUTLETS. MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com PROJECT TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 TITLE GUEST VISITABILITY PLAN AUGUST 08 2024 DATE SHEET 1.4 2 / 3.1 3 / 2.1 3 / 3.1 DS HB 1 / 3.1 2 / 2.1 " 7 0'- 2 " 7 7'- 1 " 0 3'- A CL WDW " 2 / 0 1 1 3'- S S E R G E " 0 2'- DS BUILT-IN CLOSET (6') BENCH / STOR (5'9) EGRESS B L C W D W PLANTER B H 3'-11 1/2" 30 REF / FRZR 2'-0" PANTRY T 2'-0" 24 GAS COOKTOP 24 DW L T L U A G V E C N I H L S A D 17'-6" T 18 T/R SD 1 CO SD KITCHEN / LIVING 002 VAULTED CLG, 14'9 WOOD 17' x 19'8 FFE 556 EGRESS 2 L C R O O D E TRANSOM ABOVE 17'-11 1/2" BENCH (-18") 54'-9" 19'-6" L C W D W H " 0 3'- SHOWER " 0 2'- BUILT-IN CLOSET (12'3) DS B H " 2 / 4 1 '- 1 " 4 '- 1 BATH 004 9' CLG TILE 5'7 x 10'2 6'-0 1/2" 1'-9" 2x4 WALL T SD 3 BROOM CL / STOR 5 HALL 003 9' CLG WOOD 3'2 POCKET DOORS " 0 3'- 27 x 31 STACKED W/D " 6 7'- " 2 / 7 1 6'- " 0 3'- 12'-8 1/2" 5'-7" GUEST BED 005 9' CLG WOOD 12'3 x 16'8 4 SD STORAGE / MECH 006 9' CLG CONCRETE 5' x 16'8 F " 2 / 1 G 7 1/2" DS CL DOOR " 5 2'- EGRESS 6 L C R O O D 24'-4" C L C W D W " 2 / 1 D L C W D W OVERHANG ABOVE UNCOVERED PATIO STONE FFE 556 L C W D W 4'-4 1/4" 4'-7 1/2" 4'-7 1/2" 4'-7 1/2" 4'-7 1/2" 7'-6 1/2" L C W D W DEEP (-54") POOL 24' x 12' SHALLOW (-36") 4 / 3.1 1'-0" 1'-0" 4 / 3.1 " 0 1'- " 0 1'- BEACH (-9") ) " 7 2 - P 2 ( E T S ) " 8 1 - P 1 ( E T S 24'-0" 24'-3" 2 / 3.1 1 / 2.1 3 / 3.1 12'-5 1/2" BED / OFFICE 001 9' CLG WOOD 12' x 16'8 12'-5 1/2" UP UP UP 1 / 3.1 4 / 2.1 " 7 7'- 1 " 0 9'- " 0 2'- 1 1 GUEST FLOOR PLAN + POOL 1/4" = 1'-0" MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com FLOOR PLAN GENERAL NOTES 1. ALL CONFLICTS/DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO PERFORMANCE OF WORK. 2. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. NOTIFY DESIGNER IF DISCREPANCY EXISTS OR MORE INFORMATION IS NEEDED. 3. ALL WOOD FRAMING DIMENSIONS ARE TAKEN FROM FACE OF FRAMING, UNLESS NOTED OTHERWISE. 4. ALL STEEL FRAMING DIMENSIONS ARE TAKEN FROM CENTER OR COLUMN OR BEAM, UNLESS NOTED OTHERWISE. 5. CONTRACTOR TO CONFIRM SPECS AND DIMENSIONS OF ALL EQUIPMENT PRIOR TO INSTALLATION. NOTIFY DESIGNER IF DISCREPANCY EXISTS. 6. ALL EXTERIOR AND INTERIOR WALLS ARE 2 x 6, UNLESS NOTED OTHERWISE. 7. ALL SUBCONTRACTORS TO REVIEW ALL SHEETS, INCLUDING SHEETS NOT OBVIOUS TO THEIR SPECIFIC TRADE. NOTIFY DESIGNER IF ANY QUESTIONS ARISE. 8. FLOOR AND ROOF TRUSS DIMENSIONS TO BE VERIFIED ON SITE AND BE SIZED TO ACTUAL FOUNDATION DIMENSIONS. DO NOT DETERMINE DIMENSIONS BASED ON THE PLANS ALONE. 9. REFERENCE WALL SECTIONS FOR ALL VERTICAL DIMENSIONS. 10. COORDINATE FLOOR AND WALL FRAMING WITH MECHANICAL, ELECTRICAL AND PLUMBING. 11. INSTALL SOUNDPROOFING FIBERGLASS BATT INSULATION AT WALLS IN THICKNESS TO MATCH FRAMING SIZE AT ALL BEDROOMS AND BATHROOMS. WALL TYPE ABBREVIATIONS PROJECT 2 x 6 STUD WALL CL - CENTERLINE DS - DOWNSPOUT FD - FLOOR DRAIN HB - HOSE BIB TWH - TANKLESS WATER HEATER SG - SAFETY GLAZING REQUIRED T - THERMOSTAT SP - SHADE POCKET FS - FLOOR SUPPLY RA - RETURN AIR TOS - TOP OF SLAB RC - RAIN CHAIN TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 AREA CALCULATIONS NEW GUEST HOUSE 1,017 SF (98 S/M) POOL (NOT INCLUD'D IN CALC.) TOTAL CONDITIONED 288 SF 919 SF CODE COMPLIANCE NOTES 1. ALL EGRESS WINDOWS AND DOORS TO COMPLY WITH 2021 IRC R310, R311, AND R312. 2. ALL SMOKE DETECTORS TO BE LOCATED AND WIRED IN COMPLIANCE WITH 2021 IRC R314. 3. APPROVED CO ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH 2021 IRC R315. 4. GENERAL CONTRACTOR SHALL VERIFY FOR SMOKE DETECTORS TO BE LOCATED AT LEAST 36" AWAY FROM HORIZONTAL PATH OF MECHANICAL AIR FLOW, PER NFPA 72 CHAPTER 1. 5. ALL BATHROOMS TO HAVE EXHAUST SYSTEMS PER 2021 IRC R303.3. 6. PWDR TO HAVE WALL BLOCKING FOR GRAB BARS PER CITY CODE SEC. 25-12-243 R320.2. 7. ALL GLAZING IN DOORS AND WINDOWS TO COMPLY WITH THE COMPLETE SECTION OF 2021 IRC R308. 8. PLUMBING FIXTURE CLEARANCES TO COMPLY WITH 2021 IRC R307.1 AND 2015 UPC. 9. LANDINGS AT EXTERIOR DOORS TO COMPLY WITH 2021 IRC R311.3. 10. ALL STAIRS, HANDRAILS, AND GUARDRAILS TO COMPLY WITH 2021 IRC R311.7, R311.8, AND R312.1. 11. ALL EMERGENCY AND RESCUE OPENINGS TO COMPLY WITH 2021 IRC R310. POOL NOTES 1. POOL TO COMPLY WITH ISPSC BARRIER REQUIREMENTS PER SEC 305. 2. SWIMMING POOL TO BE EQUIPPED WITH POWERED AND LOCKABLE SAFETY COVER COMPLYING WITH ASTM F1346. The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 TITLE GUEST FLOOR PLAN + POOL AUGUST 08 2024 DATE SHEET N 1.5 2 / 3.1 3 / 2.1 3 / 3.1 DS 6" HALF ROUND GUTTER 6" HALF ROUND GUTTER DS 1 / 3.1 2 / 2.1 SHINGLE ROOF " 2 R 1 E " P 6 " 2 R 1 E " P 6 SHINGLE ROOF " 2 R 1 E " P 6 " 2 R 1 E " P 6 1 / 3.1 4 / 2.1 DS 6" HALF ROUND GUTTER 6" HALF ROUND GUTTER DS 8" PER 12" 8" PER 12" 8" PER 12" 8" PER 12" SHINGLE ROOF " 2 R 1 E " P 4 / 1 - 1 SHINGLE OVERHANG 14'-3" " 2 R 1 E " P 4 / 1 - 1 " 6 2'- 2 / 3.1 1 / 2.1 3 / 3.1 1 GUEST ROOF PLAN 1/4" = 1'-0" ROOF NOTES 1. MEMBRANE ROOFING A. ROOFING SUBCONTRACTOR MUST HAVE 5 YEARS DOCUMENTED EXPERIENCE INSTALLING ROOFS OF THIS TYPE AND BE LICENSED OR CERTIFIED BY THE ROOFING MATERIALS MANUFACTURER. B. ROOFING SYSTEM MUST MEET FM1-90 WINDSTORM RESISTANCE AND SH HAIL RESISTANCE TESTED TO FM 4470, BE A CLASS A ROOF COVERING IN ACCORDANCE WITH UL 790, BE ENERGY STAR QUALIFIED FOR THE PROJECT LOCATION, AND ALL MATERIAL FOR THE ENTIRE ASSEMBLY MUST BE BY A SINGLE SOURCE. C. PROTECT ALL SHEET GOODS FROM DAMAGE AND WETTING AND DO NOT INSTALL ROOFING OVER DAMP OR FROZEN SUBSTRATE OR DURING INCLEMENT WEATHER OR IF INCLEMENT WEATHER IS ANTICIPATED WITHIN 24 HOURS. D. FURNISH MANUFACTURER'S 25 YEAR "NO DOLLAR LIMIT" WARRANTY FOR DEFECTS IN MATERIALS AND WORKMANSHIP THAT RESULT IN WATER LEAKAGE THAT: INCLUDES MATERIAL AND LABOR NECESSARY TO MAKE REPAIRS, COVERS ALL ROOFING SYSTEM COMPONENTS INCLUDING THOSE THAT ARE NOT PRODUCED BY MANUFACTURER, IS TRANSFERABLE TO SUBSEQUENT OWNERS. E. FURNISH INSTALLER'S 2 YEAR "NO DOLLAR LIMIT" WARRANTY PROVIDING COVERAGE FOR ALL WORK PERFORMED BY THE INSTALLER AND AGAINST DAMAGE DUE TO INSTALLATION PROCEDURES. F. PRIMARY MATERIALS SHALL BE THE PRODUCTS OF ONE MANUFACTURER. SECONDARY MATERIALS SHALL BE AS REQUIRED OR RECOMMENDED BY PRIMARY MATERIALS MANUFACTURER AND IN ACCORDANCE WITH THESE SPECIFICATIONS. BASIS OF DESIGN IS IB ROOF SYSTEMS WITH "NO DOLLAR LIMIT" RESIDENTIAL WARRANTY. OTHER MANUFACTURERS SUCH AS CARLISLE, SARNAFIL OR FIBERTITE MAY BE PROPOSED AS ALTERNATES WITH A CLEAR ITEMIZING OR WARRANTY LIMITATIONS AND POTENTIAL COST SAVINGS. G. PRODUCTS • RIGID INSULATION - POLYISOCYANURATE PER ASTM C1289 FACED BOTH SIZED WITH GLASS FIBER MAT, SQUARE EDGES, MINIMUM R=5.6/INCH, TAPERED AND FLAT SHEETS AS REQUIRED, MAXIMUM BOARD SIZE, 4' x 4' x 2". • COVER BOARD - ASTM C1177/C1177M OR ASTM C1278/C1278M, 48" x 1/4" x MAXIMUM PRACTICAL LENGTH, SQUARE CUT ENDS AND EDGES, MOLD RESISTANCE OF 10 PER ASTM D33273. • ROOF MEMBRANE - 80 MIL REINFORCED PLASTICIZED POLYVINYL CHLORIDE [PVC], ULTRAVIOLET RESISTANT, LIGHT GREY OR WHITE IN COLOR, MAXIMUM SHEET SIZE PERMITTED BY APPLICATION AND JOB CONDITIONS. • FLASHING SHEET - MEET ALL MANUFACTURER'S STANDARDS. • ACCESSORIES - MANUFACTURER'S STANDARD TAPERED EDGE STRIPS, ADHESIVES [MEMBRANE AND INSULATION/COVER], TAPES, SOLVENTS, LAP OR CUT EDGE SEALANTS, WATER CUTOFF MASTIC, TERMINATION BARS, WALKWAY PROTECTION AND PREFABRICATED PIPE FLASHINGS. • FASTENERS - AS APPROVED BY ROOFING MANUFACTURER FOR SPECIFIC APPLICATIONS. • NAILER AND CURBS - AS SPECIFIED IN HEADING 6 WITH 5-1/2 INCH FACE x DEPTH OF INSULATION. • UNDERLAYMENT - CARLISLE WIP 300HT OR SIMILAR. • METAL FLASHINGS - MINIMUM 24 GAUGE SHEET METAL LAMINATED WITH PVC. • CLAMP UMBRELLA - 26 GAUGE STAINLESS STEEL, TYPE 304. • SEPARATION FABRIC - AS APPROVED BY THE ROOFING MANUFACTURER. • STONE BALLAST - SMOOTH GRAVEL FREE OF SAND, LOAM AND OTHER FOREIGN SUBSTANCES WITH LESS THAT 4% FINES, VERIFY COLOR WITH MGD, ALLOW $650/CUBIC YARD. H. EXECUTION • INSPECT SUBSTRATE, VERIFY PROPER LOCATION OF ALL PENETRATIONS, CLEAN SUBSTRATE OF LOOSE AND FOREIGN MATERIAL. • INSPECT SUBSTRATE AND REPORT ANY ADVERSE CONDITIONS IN WRITING. SPECIFICALLY VERIFY PROPER LOCATION OF ALL PENETRATIONS AND VERIFY THAT SLOPED SUBSTRATE PROVIDES POSITIVE DRAINAGE AS INDICATED ON THE DRAWINGS. ABSENCE OF WRITTEN NOTIFICATION SHALL CONSTITUTE THE SUBCONTRACTOR'S VERIFICATION THAT EXISTING CONDITIONS WILL ALLOW THE INSTALLATION OF THE SYSTEM IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AND THE MANUFACTURER'S WARRANTY. • SET INSULATION WITH A MINIMUM 12 INCHES STAGGERED JOINTS IN ALL DIRECTIONS, SET SUBSEQUENT LAYERS OF INSULATION IF REQUIRED WITH STAGGERED JOINTS THAT DO NOT ALIGN WITH THE JOINTS IN THE UNDERLYING LAYER - FIT INSULATION AT PERIMETER AND AROUND PENETRATIONS WITH MAXIMUM 1/4 INCH VOIDS. • SET COVER BOARD WITH LONG EDGES CONTINUOUS AND WITH 12" MINIMUM STAGGERED END JOINTS AND 12 INCHES MINIMUM OFFSET FROM INSULATION JOINTS BELOW - FIT PANELS AT PERIMETER AND AROUND PENETRATION WITH 1/4 INCH VOIDS. MECHANICALLY FASTEN THROUGH INSULATION TO PLYWOOD DECK IN A REGULAR FASTENING PATTERN USING APPROVED FASTENERS. • POSITION MEMBRANE AND ALLOW TO RELAX BEFORE PROCEEDING, PROVIDE MINIMUM 6" LAPS, BOND MEMBRANE WITH FULL ADHESIVE BED, SPLICE SHEETS BY HEAT WELDING AND FASTEN AT PERIMETER WITH FASTENERS AND PLATED SPACED A MAXIMUM OF 6 INCHES ON CENTER. • DAILY SEAL - ENSURE THAT WATER DOES NOT FLOW BENEATH COMPLETED SECTIONS OF ROOF BY TEMPORARILY SEALING LOOSE EDGES OF MEMBRANE WITH NIGHT SEAL - PULL SHEET BEFORE RESUMING WORK. • USE LONGEST PRACTICAL LENGTH OF FLASHING MEMBRANE TO MINIMIZE JOINTS, COMPLETE SPLICE BETWEEN FLASHING AND MAIN ROOF SHEET BEFORE BONDING FLASHING TO VERTICAL SURFACE, EXTENDING SPLICE 3" BEYOND FASTENERS THAT ATTACH MEMBRANE TO HORIZONTAL SURFACE, ADHERE FLASHING TO SUBSTRATE WITH FULL BED OF ADHESIVE UP TO THE JUNCTURE OF THE UNDERLAYMENT - WHERE ROOF IS NOT TERMINATED BY PVC CLAD METAL COPING, CREATE A REVERSE LAP AT THE UNDERLAYMENT AND SECURE FLASHING MEMBRANE WITH TERMINATION BAR; WHERE ROOF IS IS TERMINATED BY PVC CLAD METAL COPING, EXTEND FLASHING SHEET OVER METAL COPING, FULLY ADHERE AND HOT AIR WELD. • INSTALL PRE-MOLDED PIPE FLASHINGS, HOT AIR WELD TO BASE MEMBRANE, SEAL TO PIPE AND INSTALL STAINLESS STEEL UMBRELLA, PAINT EXPOSED PVC PIPES TO MATCH ROOF MEMBRANE COLOR AND PROTECT FROM UV DEGRADATION OR TURN METAL FLASHING DOWN INTO PIPE. • FLOOD TEST PRIOR TO CEILING/SOFFIT INSTALLATION TO VERIFY THE INTEGRITY OF THE INSTALLATION. DO NOT TEST WHEN RAIN IS ANTICIPATED. • WHERE ROOF PLAN INDICATES STONE BALLAST, INSTALL SEPARATION FABRIC AND THEN INSTALL BALLAST IN ACCORDANCE WITH ANSI/SPRI PR-4 AT A RATE OF 1-1/2 INCH FOOT. FOR POUNDS SQUARE LOAD PER OF 10 A ABBREVIATIONS CL - CENTERLINE DS - DOWNSPOUT FD - FLOOR DRAIN HB - HOSE BIB TWH - TANKLESS WATER HEATER SG - SAFETY GLAZING REQUIRED T - THERMOSTAT SP - SHADE POCKET FS - FLOOR SUPPLY RA - RETURN AIR TOS - TOP OF SLAB RC - RAIN CHAIN MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com PROJECT TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 TITLE DATE SHEET GUEST ROOF PLAN AUGUST 08 2024 N 1.6  T.O. PLATE @ 565'-1 1/8" SHINGLE ROOF WOOD TRIM, PTD. T.O. PLATE @ 565'-1 1/8" STUCCO FFE @ 556' GRADE @ 555' " 8 / 1 1 9'- " 2 / 0 1 1 1'- " 8 / 1 1 9'- " 0 1'- SHINGLE ROOF WOOD TRIM, PTD. STUCCO METAL CLAD WOOD DOOR SYSTEM 7 FFE @ 556' GRADE @ 554'-1 1/2" NATURAL GRADE BEHIND NATURAL GRADE 12 6 12 6 12 8 12 8 H METAL CLAD WOOD WINDOW SYSTEM 4 SOUTH ELEVATION 1/4" = 1'-0" 3 EAST ELEVATION 1/4" = 1'-0" 12 6 12 6 A EGRESS METAL CLAD WOOD WINDOW SYSTEM METAL CLAD WOOD WINDOW SYSTEM B EGRESS C 2 D F 6 G EGRESS EGRESS 12 8 E 12 8 METAL CLAD WOOD WINDOW SYSTEM METAL CLAD WOOD DOOR SYSTEM NATURAL GRADE BEYOND 2 NORTH ELEVATION 1/4" = 1'-0" 1 WEST ELEVATION 1/4" = 1'-0" SHINGLE ROOF WOOD TRIM, PTD. T.O. PLATE @ 565'-1 1/8" STUCCO GRADE @ 557'- 5 3/4" FFE @ 556' " 4 / 5 3 1'- SHINGLE ROOF T.O. PLATE @ 565'-1 1/8" WOOD TRIM, PTD. STUCCO FFE @ 556' GRADE @ 554'- 1 3/4" " 8 / 1 1 9'- " 8 / 1 1 9'- " 2 / 6 1 1'- MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com PROJECT TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 TITLE DATE SHEET ELEVATIONS AUGUST 08 2024 2.1 8 - OPENINGS 1. MANUFACTURED WINDOWS AND DOORS A. TEMPERED GLASS TO BE USED ONLY WHEN NEEDED TO SATISFY CODE REQUIREMENTS FOR SAFETY GLASS, PER 2021 IRC R 308. IT IS UNDERSTOOD THAT LARGER PANELS SIZES WILL REQUIRE TEMERING. B. GLAZING SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH SAFETY GLASS AND EGRESS REQUIREMENTS FOR BEDROOM WINDOWS. NOTIFY MGD OF NECESSARY WINDOW SIZE CHANGES TO COMPLY WITH CODE REQUIREMENTS. C. ALL SCHEDULE DIMENSIONS ARE TO FINISHED FACE OF FRAME AND DO NOT INCLUDE SHIM SPACE, EXTERIOR TRIM, SILL HORNS, NAILING FLANGES, SUBFRAMES OR STRAP ANCHORS. DIMENSIONS SHOWN ON SCHEDULE ARE TO BE USED FOR ORDER. ALL ROUGH OPENINGS TO BE FRAMED 1" INCH LARGER IN BOTH WIDTH AND HEIGHT [1/2 INCH SHIM ON ALL SIDES]. D. PROVIDE SHOP DRAWINGS FOR ALL DOORS AND WINDOWS AND PROVIDE SAMPLES OF THE EXTERIOR CLADDING FINISH, HARDWARE TYPE AND A 12 INCH BY 12 INCH GLASS SAMPLE. • BASIS OF DESIGN FOR ALL WINDOWS AND EXTERIOR GLAZED DOOR ARE PROFILES FROM WESTERN WINDOW SYSTEMS. PROVIDE COMPETITIVE BID ALTERNATIVE FROM ANDERSEN E-SERIES AND KOLBE VISTALUXE SERIES. • COLOR - DARK BRONZE ANODIZED OR BLACK • PRIMED INTERIOR IF METAL CLAD WOOD WINDOW SYSTEM IS SELECTED • GLAZING - INSULATED GLASS UNIT, CARDINAL 366. • ALL HARDWARE TO BE BLACK ANODIZED OR SATIN NICKEL. CONFIRM WITH MGD BEFORE ORDERING. 2. UNIT SKYLIGHTS C. FACTORY-APPLIED BLACK THERMOPLASTIC RUBBER CONDENSATION DRAINAGE GASKET AROUND ENTIRE FRAME ASSEMBLY TO PROVIDE A THERMAL BREAK WEATHER SEAL AND DRAINAGE FOR INTERIOR CONDENSATION. D. INSULATED GLASS UNIT WITH BLACK FACTORY-APPLIED STRUCTURAL SILICONE SEALANT. EXTERIOR TEMPERED GLASS PANE WITH "NEAT" EXTERIOR COATING AND CARDINAL LOE-366 INTERIOR COATING, INTERIOR LAMINATED GLASS PANE WITH CLEAR INTERLAYER. E. MOUNTING FASTENERS - STAINLESS STEEL WITH BLACK ZINC COATING. F. MANUFACTURER'S WARRANTY - 10 YEARS SKYLIGHT AND FLASHING, 10 YEARS HAIL BREAKAGE FOR GLASS, 20 YEARS INSULATING GLASS SEAL FAILURE. 3. EXTERIOR SOLID DOORS A. SIMPSON 49900 CONTEMPORARY SOLID CORE DOOR IN POPLAR [PAINT GRADE]. B. ENDURA FRAMESAVER JAMBS [PAINT GRADE] OR APPROVED EQUAL. C. ENDURA Z-SERIES BUMPER OUTSWING SILL WITH MILL DECK FINISH AND BLACK CAP FINISH OR APPROVED EQUAL. 3. INTERIOR SLAB DOORS A. TYPICAL SWING AND POCKET DOORS - 1 3/4" SOLID CORE SLAB DOOR [PAINT GRADE]. B. MASTER BEDROOM DOOR - 2 1/4 INCH SOLID CORE DOOR SLAB DOOR [STAIN GRADE]. A. BASIS OF DESIGN FOR SKYLIGHTS IS VELUX MODEL FIXED CURB MOUNT [FCM] SKYLIGHTS IN SIZES INDICATED ON SKYLIGHT SCHEDULE. B. ALUMINUM FRAME COUNTERFLASHING WITH "NEUTRAL GREY" KYNAR 500 FINISH AND CORNER KEYS IN MATCHING COLOR. PROJECT MATT GARCIA DESIGN 1010-B WEST LYNN STREET AUSTIN, T E X A S 78703 TELEPHONE 512.222.3035 www.mattgarciadesign.com TRAVIS HEIGHTS GUEST HOUSE 1611 TRAVIS HEIGHTS BLVD AUSTIN, TEXAS 78704 PROJECT DESIGNER MATT GARCIA DESIGN CONTACT: MATT GARCIA EMAIL: mattgarciadesign@gmail.com PHONE: 210.861.0978 STRUCTURAL ENGINEER DUFFY ENGINEERING CONTACT: KERRY CRANE EMAIL: kerry@duffyengineering.com PHONE: 512.402.0074 3'-3" 3'-0" 5'-9" (2 EQ) 3'-0" E " 0 8'- " 0 8'- " 0 8'- F EGRESS G C EGRESS D 7 6 5'-9" (2 EQ) The drawings and written material herein constitue original work of the designer, and as an intellectual property and instruments of service, are subject to copyright and may not be reproduced, distributed, published or used in any way without the written express consent of the designer. ISSUE HISTORIC PRESENTATION - 2024 08 08 DOOR SIZE (WIDTH x HEIGHT) R.O. (WIDTH x HEIGHT) LOCATION TYPE MANUFACTURER EXTERIOR FINISH INTERIOR FINISH OPERATION NOTES NOTE - THE DIMENSIONS PROVIDED ARE THE OVERALL DOOR FRAMES. IT IS UNDERSTOOD THAT THE ACTUAL OPERABLE DOOR IS SMALLER IN WIDTH AND HEIGHT. DOOR SCHEDULE 1 2 3 4 5 6 7 2'-8" x 7'-0" 5'-9" x 8'-0" [FRAME] 2'-8" x 7'-0" 2'-8" x 7'-0" 2'-8" x 7'-0" 5'-9" x 8'-0" [FRAME] 3'-4" x 8'-0" [FRAME] OFFICE / BED (001) 1 3/4" SOLID CORE HALL (003) HALL (003) BATH (004) 1 3/4" SOLID CORE 1 3/4" SOLID CORE 1 3/4" SOLID CORE LIVING / KITCHEN (002) METAL CLAD WOOD STORAGE / MECH METAL CLAD WOOD TBD TBD TBD TBD TBD TBD TBD PAINT TBD PAINT PAINT PAINT TBD PAINT SWING SWING POCKET POCKET SWING SWING SWING TBD PAINT LOCK PRIVACY DEADBOLT PRIVACY DEADBOLT DEADBOLT FACE + EDGE PULL FACE + EDGE PULL HANDLE LEVER LEVER LEVER LEVER LEVER LIVING / KITCHEN (002) METAL CLAD WOOD TBD 2 EQ DOORS, ARCH DOOR, VERIFY DIMS PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED, EGRESS DOOR. PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED, EGRESS DOOR. 2 1 2 3 4 5 6 7 2'-6" EGRESS " 0 4'- " 6 3'- 1'-6" 3'-0" 3'-0" " 0 4'- " 0 4'- " 0 8'- " 0 8'- 0.6 C 2 D 12'-3" E " 6 3'- " 8 " 0 8'- H F G B A 3'-0" 3'-0" DE C NOTE - THE DIMENSIONS PROVIDED ARE THE ACTUAL WINDOW SIZES. ROUGH OPENINGS TO BE 3/4 INCH LARGER IN BOTH WIDTH AND HEIGHT. WDW SIZE (WIDTH x HEIGHT) R.O. (WIDTH x HEIGHT) TYPE MANUFACTURER MATERIAL EXTERIOR FINISH INTERIOR FINISH HARDWARE GLAZING SILL JAMB JAMB HEAD NOTES WINDOW SCHEDULE A B C D E F G H 2'-6" x 4'-0" 2'-6" x 4'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 1'-6" x 4'-0" 12'-3" x 3'-6" [T.O. FRAME] CASEMENT CASEMENT FIXED FIXED FIXED FIXED FIXED FIXED TBD TBD TBD TBD TBD TBD TBD TBD METAL CLAD WOOD METAL CLAD WOOD METAL CLAD WOOD METAL CLAD WOOD METAL CLAD WOOD METAL CLAD WOOD METAL CLAD WOOD METAL CLAD WOOD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD TBD CLEAR, 1", INSULATED CLEAR, 1", INSULATED CLEAR, 1", INSULATED CLEAR, 1", INSULATED CLEAR, 1", INSULATED CLEAR, 1", INSULATED CLEAR, 1", INSULATED CLEAR, 1", INSULATED HALF ARCH, VERIFY DIMS FROSTED EGRESS PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED A EGRESS PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED B PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED C PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED D PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED F PER 2021 IRC 308.4.2 TEMPERED GLASS REQUIRED G E H TITLE WINDOW + DOOR SCHEDULE AUGUST 08 2024 DATE SHEET 6.1