8.1 - 2021 Travis Heights Blvd - Drawings — original pdf

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D V L T B H EIG VIS H A R T EXTG. C SIDE W O N ALK C. E " 2 3' 2 0' 5.2 5° 1 7 2 N S 64° 47' 28" 139.92' E EXTG. UNIT 1 C. N K O L A G. C W E SID T X E N 64° 57' 18" 140.20' W EXTG. WOOD DECK C O N C. PAVERS AC 22.8" ASH JUNIPER TO BE REMOVED 16.5" PECAN COV'D CARPORT EXTG. PORTION OF DRIVE TO BE DEMO'D EXTG. UNIT 2 Y E L L 5' A 1 W " 5 0' 3 0' 4.8 5° 0 7 2 S 1 SITE PLAN - DEMO 1/8" = 1'-0" M P 6 1 : 5 2 : 2 4 2 0 2 / 8 1 / 0 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET GENERAL DEMO 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDING AND GROUNDS ARISING FROM DEMOLITION OPERATIONS. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED. REMOVE ALL CONSTRUCTION THAT CONFLICTS WITH THE INTENT OF THE NEW CONSTRUCTION. NOTIFY ARCHITECT OF ALL M.E.P. ITEMS LOCATED IN PARTITIONS OR CEILINGS NOT NOTED ON M.E.P. DRAWINGS. REMOVAL OF DOORS ALSO INCLUDES REMOVAL OF DOOR FRAMES AND HARDWARE UNLESS SPECIFICALLY NOTED OTHERWISE. RETURN ALL SALVAGED DOORS, FRAMES, HARDWARE, LIGHT FIXTURES, AND EQUIPMENT NOT REUSED IN THIS PROJECT TO THE OWNER FOR REUSE ELSEWHERE. NOTIFY ARCHITECT OF ALL NOTICEABLE DEFECTS IN EXISTING CONSTRUCTION PRIOR TO BEGINNING DEMOLITION OPERATIONS,AS WELL AS DEFECTS UNCOVERED DURING DEMOLITION OPERATIONS. REMOVE ELECTRICAL BOXES, WIRING, AND CONDUIT IN DEMOLISHED PARTITIONS BACK TO THEIR RESPECTIVE PANELS, UNLESS INDICATED TO BE REROUTED. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SERIES DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. IT IS THE INTENT OF THE DEMOLITION TO REMOVE ALL EXISTING CONSTRUCTION WHICH CONFLICTS WITH THE INTENT OF NEW CONSTRUCTION. EVERY DEMOLITION DETAIL MAY NOT NECESSARILY BE COVERED ON THESE DOCUMENTS. PRIOR TO BID, THE CONTRACTOR SHALL REVIEW THE EXISTING CONDITIONS AND SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMMODATE NEW WORK, EVEN IF NOT SPECIFICALLY CALLED FOR. WHERE EXISTING WALLS OR CEILINGS ARE DAMAGED BY THE CONTRACTOR FOR ACCESS TO SERVICES, AND NEW CONSTRUCTION IS NOT SCHEDULED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING MATERIALS AND FINISHES TO MATCH ORIGINAL CONDITIONS. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND RESTORATION INTO ADJOINING CONSTRUCTION IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REFINISHING. DO NOT CUT AND PATCH ELEMENTS IN A MANNER THAT COULD CHANGE THEIR LOAD-CARRYING CAPACITY, LOAD-DEFLECTION RATIO, OR THAT RESULTS IN INCREASED MAINTENANCE OR DECREASED OPERATIONAL LIFE OR SAFETY. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB. SUSPEND WORK IMMEDIATELY AND NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com I I S T H G E H S V A R T . 2 1 . 4 2 , I D V L B S T H G E H S V A R T 1 2 0 2 I 4 0 7 8 7 X T , I N T S U A CLIENTS: JENNIFER AND HANAN TOWNSHEND No. Description Date GIST E R E D ARC ND R E W LO A G E R A H I T E C T N S T A T 240 8 8 E FO T SA XE 10.18.2024 CONSTRUCTION DOCUMENTS Project # 24.12.TRAVIS HEIGHTS Date 10.18.2024 DEMO SITE PLAN A-002 © LOGAN ARCHITECTURE, PLLC D V L T B H EIG VIS H A R T 15' - 0" BUILDIN G LINE EXTG. C SIDE W O N ALK C. E " 2 3' 2 0' 5.2 5° 1 7 2 N S 64° 47' 28" 139.92' E 10' - 6" C A C A 97' - 2" 97' - 4 1/4" FRENCH DRAIN K C A 5' - 0" B T E E S SID EXTG. UNIT 1 EXTG. WOOD DECK FFE 96' - 6" PAVERS 22.8" ASH JUNIPER TO BE REMOVED FLOOR ABOVE 5' - 0" FIRE SEPARATION LINE PROPOSED 2 STORY UNIT 3 FFE 93' - 0" AC 5' - 0" EXTG. UNIT 2 EXG. DRIVE 93' - 10" 6' - 0" 16.5" PECAN POWER METER RACK 6' - 1" 2' - 0" 4' - 2" 1 6' - 1" 93' - 6" 5' - 0" REAR SETBACK NEW DRIVE W/ PERVIOUS STRIP W " 5 0' 3 0' 4.8 5° 0 7 2 S Y E L L 5' A 1 C. N K O L A G. C W E SID T X E K C A 5' - 0" B T E E S SID N 64° 57' 18" 140.20' W EXTG. C SIDE W O N ALK C. 1 SITE PLAN - TRUE NORTH 1/8" = 1'-0" M P 6 2 : 5 2 : 2 4 2 0 2 / 8 1 / 0 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET LOT AREA 10504 SF IMPERVIOUS COVERAGE EXTG. UNIT 1 EXTG. UNIT 2 EXTG. WOOD DECK (50%) FLATWORK NEW UNIT 3 DRIVEWAYS TOTAL: SF 1785 742 146 439 1030 529 4671 % COVERAGE 44.5% FAR EXTG. UNIT 1 UNIT 1 % EXTG. UNIT 2 UNIT 2 GARAGE TOTAL: UNIT 2 % NEW UNIT 3 NEW GARAGE TOTAL NEW UNIT% TOTAL % 2300 22% 850 650 1500 14% 1010 467 1477 14% 50% GENERAL NOTES - SITE PLAN 1. 2. 3. 4. 5. 6. 7. 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. VERIFY EXISTING SITE CONDITIONS AND REPORT TO ARCHITECT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE PLANS PRIOR TO COMMENCING WORK. ALL NEW SIDEWALKS TO HAVE MAX 1:20 GRADE WITH CROSS SLOPE TO DRAIN AT 1/4" PER FOOT. SEAL CONCRETE AND PROVIDE A BROOM FINISH UNLESS OTHERWISE NOTED. CONTRACTOR TO TIE INTO EXISTING UTILITIES. SOME UTILITIES MAY REQUIRE UPGRADING, CONTRACTOR TO VERIFY. VERIFY METER & UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. CONTRACTOR TO UTILIZE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY CODE. PROVIDE TREE PROTECTION FOR ALL TREES NOT MARKED FOR REMOVAL. TREES TO BE REMOVED SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OF THE BUILDING. SELECTIVELY CLEAR OR PRUNE ANY UNWANTED TREES OR THOSE IMPEDING CONSTRUCTION WITH CONSENT OF OWNER. COORDINATE REMOVAL AND DISPOSAL OF UNWANTED TREES AND OTHER LANDSCAPING MATERIALS WITH OWNER. 9. PROVIDE NEW GUTTERS AND DOWNSPOUTS TO DRAIN ON SITE. DOWNSPOUTS TO DRAIN AWAY FROM BUILDING. 10. ENSURE ALL GRADING SLOPES AWAY FROM BUILDING FOR AT LEAST 10'-0". 11. 12. CONTRACTOR TO STORE ALL NEW MATERIALS IN DRY AND SECURE LOCATION ON SITE AS SPECIFIED BY OWNER. EXTERIOR HVAC EQUIPMENT SHALL BE SCREENED IN COMPLIANCE WITH ANY CITY OF AUSTIN REGULATIONS AND/OR LOCAL DEED RESTRICTIONS. 13. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS & PATIOS. 14. EXISTING UTILIY LINE LOCATIONS ARE APPROXIMATED. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com I I S T H G E H S V A R T . 2 1 . 4 2 , I D V L B S T H G E H S V A R T 1 2 0 2 I 4 0 7 8 7 X T , I N T S U A CLIENTS: JENNIFER AND HANAN TOWNSHEND No. Description Date GIST E R E D ARC ND R E W LO A G E R A H I T E C T N S T A T 240 8 8 E FO T SA XE 10.18.2024 CONSTRUCTION DOCUMENTS Project # 24.12.TRAVIS HEIGHTS Date 10.18.2024 SITE PLAN A-003 © LOGAN ARCHITECTURE, PLLC D V L T B H EIG VIS H A R T 25' - 0" BUILDIN G LINE EXTG. C SIDE W O N ALK C. E " 2 3' 2 0' 5.2 5° 1 7 2 N S 64° 47' 28" 139.92' E 10' - 6" C A C A K C A 5' - 0" B T E E S SID MULCH TREE AREA: 855.3 SF NEW STRUCTURE: NEW DRIVEWAY: TOTAL: % IMPACT: 20.7 SF 9.0 SF 29.7 SF 3.5 % 16.5" PECAN 6' - 0" POWER METER RACK 22.8" ASH JUNIPER TO BE REMOVED PROPOSED 2 STORY UNIT 3 AC 5' - 0" 5' - 0" REAR SETBACK 4' - 2" 1 EXTG. UNIT 1 EXTG. WOOD DECK C. N K O L A G. C W E SID T X E K C 5' - 0" A B T E E S SID 1 N 64° 57' 18" 140.20' W EXTG. C SIDE W O N ALK C. EXTG. UNIT 2 W " 5 0' 3 0' 4.8 5° 0 7 2 S Y E L L 5' A 1 PROTECTED TREE LEGEND AND NOTES F U L L C R Z 1/4 CRZ Z R 1 / 2 C CUT AND FILL LIMITED TO 4" IN 1/2 CRZ. AIR SPADING ONLY IN 1/2 CRZ TREE TRUNK TREE CRZ AREA = X SF IMPACT TO CRZ AREA = Y SF X/Y = XX% PROTECTION FENCE, REF. TREE PRESERVATION NOTES 8" MULCH FULL CRZ IN NON- FENCED AREA 1 TREE PRESERVATION PLAN 1/8" = 1'-0" M P 4 3 : 5 2 : 2 4 2 0 2 / 8 1 / 0 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 1. 2. 3. 4. 5. 6. 7. 8. 1. 2. 3. 4. 5. 6. GENERAL NOTES - SITE PLAN DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. VERIFY EXISTING SITE CONDITIONS AND REPORT TO ARCHITECT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE PLANS PRIOR TO COMMENCING WORK. ALL NEW SIDEWALKS TO HAVE MAX 1:20 GRADE WITH CROSS SLOPE TO DRAIN AT 1/4" PER FOOT. SEAL CONCRETE AND PROVIDE A BROOM FINISH UNLESS OTHERWISE NOTED. CONTRACTOR TO TIE INTO EXISTING UTILITIES. SOME UTILITIES MAY REQUIRE UPGRADING, CONTRACTOR TO VERIFY. VERIFY METER & UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. CONTRACTOR TO UTILIZE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY CODE. PROVIDE TREE PROTECTION FOR ALL TREES NOT MARKED FOR REMOVAL. TREES TO BE REMOVED SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OF THE BUILDING. SELECTIVELY CLEAR OR PRUNE ANY UNWANTED TREES OR THOSE IMPEDING CONSTRUCTION WITH CONSENT OF OWNER. COORDINATE REMOVAL AND DISPOSAL OF UNWANTED TREES AND OTHER LANDSCAPING MATERIALS WITH OWNER. 9. PROVIDE NEW GUTTERS AND DOWNSPOUTS TO DRAIN ON SITE. DOWNSPOUTS TO DRAIN AWAY FROM BUILDING. 10. ENSURE ALL GRADING SLOPES AWAY FROM BUILDING FOR AT LEAST 10'-0". 11. 12. CONTRACTOR TO STORE ALL NEW MATERIALS IN DRY AND SECURE LOCATION ON SITE AS SPECIFIED BY OWNER. EXTERIOR HVAC EQUIPMENT SHALL BE SCREENED IN COMPLIANCE WITH ANY CITY OF AUSTIN REGULATIONS AND/OR LOCAL DEED RESTRICTIONS. 13. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS & PATIOS. 14. EXISTING UTILIY LINE LOCATIONS ARE APPROXIMATED. CONTRACTOR TO VERIFY LOCATIONS PRIOR TO CONSTRUCTION. TREE PRESERVATION NOTES CHAIN LINK FENCING FOR PROTECTED TREES SHALL BE A MINIMUM OF 5' - 0" WHEN TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE CRZ, AN 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE IS REQUIRED. DEMOLITION IN THE 1/4 & 1/2 CRZ OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS. 5' - 0" HIGH CHAIN-LINK PROTECTION FENCE SHOULD BE INSTALLED DURING DEMOLITION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. IF, FOR ANY REASON, THE FENCE ENCROACHES INTO THE 1/2 CRZ, STRAP 2x4 LUMBER (6' - 0" MIN.) SECURELY AROUND TRUNK OF TREE. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, 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, SPREAD MULCH AROUND SITE TO LEAVE MAX LAYER OF 3" WITHIN ROOT ZONES. TO POUR CONCRETE ON THE FOUNDATION OF THE NEW ADDITION, CONCRETE TRUCKS AND / OR USING A LINE PUMP, WRAP HOSE CONNECTIONS WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. IF NEW UTIILITY YARD LINES ARE REQUIRED, ANY LINES WITHIN CRZ OF A PROTECTED TREE TO BE AIR SPADED FOR THE TOP 30" AND ENSURE NO ROOTS GREATER THAN 1.5" ARE CUT. Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com I I S T H G E H S V A R T . 2 1 . 4 2 , I D V L B S T H G E H S V A R T 1 2 0 2 I 4 0 7 8 7 X T , I N T S U A CLIENTS: JENNIFER AND HANAN TOWNSHEND No. Description Date GIST E R E D ARC ND R E W LO A G E R A H I T E C T N S T A T 240 8 8 E FO T SA XE 10.18.2024 CONSTRUCTION DOCUMENTS Project # 24.12.TRAVIS HEIGHTS Date 10.18.2024 TREE PRESERVATION A-004 © LOGAN ARCHITECTURE, PLLC A A-201 2 1' - 10 1/2" 4' - 0" 1' - 11" 4' - 0" 4' - 2 1/2" 4' - 0" 2' - 0" 4' - 0" 1' - 10 1/2" 1 . 1 0 F5 2 2 . 1 0 F5 2 1 . 2 0 F5 2 2 . 2 0 F5 2 1 0 2 ) " 0 - ' 8 " 6 - ' 2 ( 202 STAIRWELL 11' - 10 1/2" 16' - 0" 203 CLST. 2' - 5" ABOVE STAIR STORAGE 10' - 11" 10' - 11 1/2" A-201 4 2 A-301 " 0 - ' 9 1 1 2 3 " 0 - ' 1 1 " 0 - ' 3 " 0 - ' 5 201.5 3 F 2 LEVEL 2 1/4" = 1'-0" B 1 A-301 " 2 / 1 6 - ' 3 " 2 / 1 4 - ' 6 " 1 - ' 9 " 0 - ' 1 1 " 0 - ' 3 " 0 - ' 5 201.3 3 F 1 A-301 B 53' - 5" 201 STUDIO 4 . 1 0 F4 2 6' - 0" 3 A-201 A-201 2 27' - 10 1/2" 6' - 0" 1 . 1 0 F1 1 101 FLEX 1' - 0" 2' - 6" 8' - 0 1/2" 12' - 8" 3' - 0" 5' - 0" 3' - 0" 12' - 2 1/2" 5' - 6 1/2" 14' - 11 1/2" 3' - 6 1/2" 3' - 4 1/2" 26' - 0" MURPHY BED NEW DRIVE 2 A-301 " 0 - ' 9 1 102.1 2 F 102 BATH B 2 0 1 ) " 0 - ' 8 " 6 - ' 2 ( 1/8" / 12" SLOPE 105 GARAGE B 5 0 1 ) " 0 - ' 7 " 0 - ' 4 1 ( " 0 - ' 4 1 " 0 - ' 9 1 106 (3'-0" 6'-8") 106 STOR. -3' - 6" 8' - 6 1/2" " 2 / 1 6 - ' 6 " 7 - ' 9 " 2 / 1 0 1 - ' 4 RISERS @6 11/16" 19 TREADS@11" -3' - 6" 101B (2'-6" 8'-0") 0" 104 STAIRWELL 25' - 6 1/2" 1 . 5 0 F6 1 GARAGE DOOR SIDE MOUNT C " 1 1 - ' 1 " 6 - ' 2 A 103 (2'-6" 8'-0") 103 SAUNA " 2 / 1 1 - ' 4 " 4 - ' 0 1 A-201 4 1 2 3 " 2 / 1 1 1 - ' 7 " 0 - ' 2 " 6 - ' 4 " 2 / 1 5 - ' 4 1 " 2 / 1 6 - ' 4 102A (2'-6" 6'-8") 101A (10'-0" 6'-8") 104 (3'-0" 6'-8") 0" A 5 0 1 ) " 8 - ' 6 " 0 - ' 3 ( 2' - 9 1/2" 2' - 6" 1' - 10 1/2" 10' - 0" 3' - 2" 4' - 7 1/2" 5' - 6" 20' - 4" 33' - 1" 1 LEVEL 1 1/4" = 1'-0" 3 A-201 1 2 3 1 A-201 " 6 - ' 2 M P 5 3 : 5 2 : 2 4 2 0 2 / 8 1 / 0 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET 1. 2. 3. 5. 6. 7. 8. 9. GENERAL NOTES - FLOOR PLAN WALL INSULATION TO BE MINIMUM R-20 OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. ROOF INSULATION TO BE MINIMUM OF R-38 OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3. CLOSED CELL SPRAY FOAM RECOMMENDED WITH CODE COMPLIANT THERMAL/FIRE BARRIER. R-38 BATT REQUIRES 12" CAVITY. CONTRACTOR TO PROVIDE FURRING IF BATT INSULATION IS CHOSEN. FLOORS OVER UNCONDITIONED SPACE TO BE R-30 OR OR OTHERWISE COMPLIANT W/ 2021 IECC TABLE C402.1.3 4. WINDOWS TO HAVE MAXIMUM SHGC OF 0.25 ALL INTERIOR WALL DIMENSIONS TO FACE OF STUD U.N.O. GYPSUM WALL BOARD TO BE 5/8" ON ALL WALLS. BUILDING ENVELOPE, VAPOR BARRIER, WATER PROOFING AND FLASHING TO BE COMPLIANT WITH 2021 IRC. VAPOR BARRIER AT ALL EXTERIOR WALLS. TAPE SEAMS AND AND ALL DOOR AND WINDOW OPENINGS. SELF ADHERING SHEET AIR BARRIER RECOMMENDED BY CARLISLE CCW-705 TDS OR SIMILAR. SMOKE DETECTORS MARKED "SD" TO BE COMPLIANT WITH CITY OF AUSTIN REQUIREMENTS. IN EACH SLEEPING ROOM, IN THE IMMEDIATE VICINITY OUTSIDE OF EACH SLEEPING ROOM. DEVICES SHALL BE HARD- WIRED AND INTERCONNECTED WITH BATTERY BACK-UP. REF. R314 LOCAL AMENDMENT. 10. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SLEEPING AREA AND IN THE IMMEDIATE VICINITY OF BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND DWELLING UNITS HAVING ATTACHED GARAGES. REF, R315 LOCAL AMENDMENT. 11. PROVIDE SOLID PINE 1X6 WALL BASE, PNT. 12. PROVIDE SOLID PINE 1X4 DOOR TRIMS, PNT. 13. PROVIDE SOLID PINE 1X6 WINDOW SILLS, PNT. 14. 1-1/8" FLOOR DECKING TO BE USED U.N.O. 15. LIGHT SWITCHES AND CONTROLS MAX 48" A.F.F. 16. OUTLETS MIN. 15" A.F.F EXCEPT FLOOR OUTLETS. 17. ALL INTERIOR PARTITIONS ARE 4" WOOD STUDS W/ 1/2" GYP. BD. EACH SIDE U.N.O. WITH "6" TAG INDICATING A 6" WOOD STUD. 18. ALL FLOORS OVER ENCLOSED PARKING AREAS TO BE 1 HR. FIRE RATED PER 2021 IRC. 19. ALL EXTERIOR WALLS TO BE 2X6 WALLS U.N.O. 20. ALL WALLS WITH T.O.P. GREATER THAN 10' ARE TO BE 2X6 WALLS U.N.O. 21. ALL INTERIOR FULL HEIGHT TILE OR STUCCO WALLS TO LSL FRAMING FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION, PER IRC 2021 TABLE R302.1(1), IN THE FOLLOWING LOCATIONS: CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED SPACES & PARALLEL ROWS OF STUD OR STAGGERED STUDS. VERTICALLY AT CEILING AND FLOOR LEVELS. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' - 0". AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS & COVE CEILINGS. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 27. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 28. FIREBLOCKING OF CORNICES OF A TWO- FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 22. 23. 24. 25. 26. VISITABILITY 1. 2. 3. LIGHT SWITCH AND ENVIRONMENTAL CONTROLS NO HIGHER THAN 48" ABOVE INTERIOR FINISH FLOOR LEVEL. THIS NOTE PERTAINS TO LEVEL 01 ONLY. OUTLETS AND RECEPTACLES MINIMUM 15" ABOVE INTERIOR FINISH FLOOR LEVEL EXCEPT FOR FLOOR OUTLETS. THIS NOTE PERTAINS TO LEVEL 01 ONLY. CONTRACTOR TO PROVIDE BLOCKING, CENTERED AT 34" ABOVE FINISH FLOOR ALONG ALL WALLS, EXCEPT BEHIND LAVATORIES, IN ALL BATHROOMS Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com I I S T H G E H S V A R T . 2 1 . 4 2 , I D V L B S T H G E H S V A R T 1 2 0 2 I 4 0 7 8 7 X T , I N T S U A CLIENTS: JENNIFER AND HANAN TOWNSHEND No. Description Date GIST E R E D ARC ND R E W LO A G E R A H I T E C T N S T A T 240 8 8 E FO T SA XE 10.18.2024 CONSTRUCTION DOCUMENTS Project # 24.12.TRAVIS HEIGHTS Date 10.18.2024 FLOOR PLANS A-101 © LOGAN ARCHITECTURE, PLLC " 4 - ' 1 3 " 0 - ' 9 " 8 / 1 7 - ' 1 " 0 - ' 9 " 6 - ' 3 " 0 - ' 2 " 6 - ' 0 1 A 1 A-301 B C 1 2 A-301 2 3 9 " / 1'-0 " 9" / 1'-0" Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com " 0 - ' 1 / " 9 4 . 1 0 F4 2 RF.1 C.P.1 102A (2'-6" 6'-8") 101A (10'-0" 6'-8") C.P.1 " 2 / 1 3 - ' 5 2 I T H G E H G N D L I U B I 5 . 1 0 F3 2 1 . 2 0 F2 1 " 0 - ' 9 " 8 / 1 7 - ' 1 " 0 - ' 9 105A (3'-0" 6'-8") FINISH SCHEDULE KEY C.P.1 CEMENT PLASTER, SMOOTH BURNISHED W/ INTEGRAL COLOR. CONC.1 BOARD-FORMED CONCRETE SITE WALLS. CONC.2 POLISHED & SEALED CONCRETE F.P.1 PNT.1 SLAB FLOOR. PRE-FABRICATED FIREPLACE. FINAL SELECTION BY OWNER. BASE WALL PAINT COLOR. FINAL SELECTION BY OWNER. PNT.2 METAL PAINT, DARK GREY. S.S.1 INTERIOR RAILS & STAIR STRUCTURES. FINAL SELECTION BY OWNER. PRE-FINISHED STANDING SEAM METAL ROOF & WALL CLADDING W/ CONTINUOUS ICE & WATER SHIELD UNDERLAYMENT. TL.2 ST.1 STL.1 TL.1 S.S.M.1 SOLID SURFACE COUTERTOP. FINAL SELECTION BY OWNER. LIMESTONE MASONRY VENEER. FINAL SELECTION BY OWNER. STEEL. GLAZED PORCELAIN TILE. FINAL SELECTION BY OWNER. GLAZED PORCELAIN SHOWER TILE. FINAL SELECTION BY OWNER. PRE-FINISHED TONGUE & GROOVE SQUARE EDGE SOFFIT. FINAL SELECTION BY OWNER. HARDWOOD FLOORING. FINAL SELECTION BY OWNER. SOLID WOOD STAIR TREADS TO MATCH WD.2. WD.2 WD.3 WD.1 LEVEL 2 T.O.P. 116' - 1 1/8" LEVEL 2 107' - 1 1/8" LEVEL 1 T.O.P. 105' - 6" LOWER ROOF 103' - 6" LEVEL 1.2 96' - 6" A.A.G. 95' - 5 1/8" 3 ELEVATION - SOUTH 1/4" = 1'-0" 4 ELEVATION - WEST 1/4" = 1'-0" C B 1 A-301 RF.1 C.P.1 2 . 2 0 F5 2 1 . 2 0 F5 2 2 . 1 0 F5 2 1 . 1 0 F5 2 " 0 - ' 1 / " 9 . 1 1 0 F1 1 1 . F6 1 5 0 106 (3'-0" 6'-8") 3 2 2 A-301 1 9 " / 1'-0 " 9" / 1'-0" " 2 / 1 3 - ' 5 2 I T H G E H G N D L I U B I 3 . 1 0 F3 2 105B (14'-0" 7'-0") LEVEL 2 T.O.P. 116' - 1 1/8" C.P.1 LEVEL 2 107' - 1 1/8" LEVEL 1 T.O.P. 105' - 6" LOWER ROOF 103' - 6" LEVEL 1.2 96' - 6" A.A.G. 95' - 5 1/8" LEVEL 1 93' - 0" " 0 - ' 2 " 6 - ' 0 1 2 ELEVATION - NORTH 1/4" = 1'-0" M P 9 3 : 5 2 : 2 4 2 0 2 / 8 1 / 0 1 1 ELEVATION - EAST 1/4" = 1'-0" FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET I I S T H G E H S V A R T . 2 1 . 4 2 , I D V L B S T H G E H S V A R T 1 2 0 2 I 4 0 7 8 7 X T , I N T S U A CLIENTS: JENNIFER AND HANAN TOWNSHEND No. Description Date GIST E R E D ARC ND R E W LO A G E R A H I T E C T N S T A T 240 8 8 E FO T SA XE 10.18.2024 CONSTRUCTION DOCUMENTS Project # 24.12.TRAVIS HEIGHTS Date 10.18.2024 ELEVATIONS A-201 © LOGAN ARCHITECTURE, PLLC LEVEL 2 T.O.P. 116' - 1 1/8" LEVEL 2 107' - 1 1/8" LEVEL 1 T.O.P. 105' - 6" LOWER ROOF 103' - 6" LEVEL 1.2 96' - 6" A.A.G. 95' - 5 1/8" LEVEL 1 93' - 0" " 6 - ' 0 1 A " 4 - ' 1 3 " 0 - ' 9 " 8 / 1 7 - ' 1 " 0 - ' 9 103 (2'-6" 8'-0") LEVEL 2 T.O.P. 116' - 1 1/8" LEVEL 2 107' - 1 1/8" LEVEL 1 T.O.P. 105' - 6" LOWER ROOF 103' - 6" LEVEL 1.2 96' - 6" A.A.G. 95' - 5 1/8" LEVEL 1 93' - 0" 3 2 2 A-301 1 A C B 1 A-301 201 STUDIO 203 CLST. 202 STAIRWELL 201 STUDIO 203 CLST. " 6 - ' 6 104 STAIRWELL 102 BATH 101 FLEX 104 STAIRWELL " 0 - ' 9 " 8 / 1 7 - ' 1 " 0 - ' 9 LEVEL 2 T.O.P. 116' - 1 1/8" LEVEL 2 107' - 1 1/8" LEVEL 1 T.O.P. 105' - 6" LOWER ROOF 103' - 6" LEVEL 1.2 96' - 6" A.A.G. 95' - 5 1/8" LEVEL 1 93' - 0" " 0 - ' 9 " 8 / 1 7 - ' 1 " 0 - ' 9 LEVEL 2 T.O.P. 116' - 1 1/8" LEVEL 2 107' - 1 1/8" LEVEL 1 T.O.P. 105' - 6" LOWER ROOF 103' - 6" LEVEL 1.2 96' - 6" A.A.G. 95' - 5 1/8" LEVEL 1 93' - 0" 105 GARAGE " 6 - ' 0 1 " 6 - ' 3 1 Section 1 1/4" = 1'-0" 2 Section 2 1/4" = 1'-0" M P 3 4 : 5 2 : 2 4 2 0 2 / 8 1 / 0 1 FULL SCALE IS 24X36 SHEET | HALF SCALE IS 12X18 SHEET Logan Architecture, PLLC 108 Chicon Austin Texas 78702 512.337.9684 info@loganarch.com I I S T H G E H S V A R T . 2 1 . 4 2 , I D V L B S T H G E H S V A R T 1 2 0 2 I 4 0 7 8 7 X T , I N T S U A CLIENTS: JENNIFER AND HANAN TOWNSHEND No. Description Date GIST E R E D ARC ND R E W LO A G E R A H I T E C T N S T A T 240 8 8 E FO T SA XE 10.18.2024 CONSTRUCTION DOCUMENTS Project # 24.12.TRAVIS HEIGHTS Date 10.18.2024 SECTIONS A-301 © LOGAN ARCHITECTURE, PLLC