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ARCHITECTURAL SHEETS Name SITE PLAN SUB CHAPTER F EXHIBITS SPECIFICATIONS AND NOTES DEMOLITION PLANS PROPOSED FIRST FLOOR PLANS PROPOSED SECOND FLOOR PLANS PROPOSED ROOF PLAN ELECTRIC PLANS ELECTRIC PLANS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ID A001 A002 A003 A004 A005 A006 A007 A008 A009 A010 A011 S E W E R L INE W A T ER SUPPL Y L INE GA S SUPPL Y L INE OV ER HEA D P OW ER L INES T REE P R OT ECT ION F E NC ING A002 2 120.00' P R OP ER T Y L INE 54 2 EM 54 1 C O NC R E T E TO BE R E MO V E D 54 0 5 FT SET BA CK CONCRETE TO BE REMOVED K C A B T E S T F 0 1 W O O D D E C K T O BE R E M O V E D S T O NE T O BE R E M O V E D E N I L Y T R E P O R P 2 0 0 A 5 ' 1 9 . 8 5 Y E L L A P O R T IO N O F EX IS T ING R ES ID ENC E T O BE R E MO V E D O NE ST OR Y R ES ID ENC E TO BE R EMO D EL ED , ENL A R G ED C O NC R E T E F O UNT A IN T O BE R E MO V E D CO 54 1 C O NC R E T E T O BE R E M O V E D 5 FT SET BA CK P R OP ER T Y L INE 1 A001 EXISTING SITE PLAN SCALE: 1/8" = 1'-0" 120.00' 3 A002 A002 2 120.00' 11.01' 40.00' 40.00' 28.99' 541.58' 541.68' (TENT 3 HI) P R OP ER T Y L INE 54 2 542.06' (TENT 1/2 HI) 54 1 542.00' 54 0 539.57' 5 37 18.88' (TO O.H. LINES) EM 5 FT SET BA CK 540.66' (HI ADJ) RETAINING WALL TO REMAIN 5 3 6 5 3 5 5 37 C O NC R E T E DR IV E T O R E M A IN 23.00' C O NC R E T E ST EPS A ND W A L K TO R E M A IN CONCRETE TO BE REMOVED ' 1 9 . 8 5 4 2 0 0 A E N I L Y T R E P O R P WM N I A M E R O T L L A W G N I N I A T E R K L A W E D I S G N I T S I X E C O V E R E D W O O D D E C K T O R E M A IN K C A B T E S T F 5 2 GM CONCRETE TO BE REMOVED RETAINING WALL TO REMAIN 534.83' 5 3 6 5 3 5 C O NC R E T E DR IV E T O R E M A IN 23.00' C O NC R E T E ST EPS A ND W A L K TO R E M A IN ' 1 9 . 8 5 4 2 0 0 A E N I L Y T R E P O R P WM N I A M E R O T L L A W G N I N I A T E R K L A W E D I S G N I T S I X E C O V E R E D W O O D D E C K T O R E M A IN K C A B T E S T F 5 2 GM E U N E V A D N A L H G I H E U N E V A D N A L H G I H K C A B T E S T F 0 1 NEW , T W O ST OR Y A D D IT IO N O NE ST OR Y R ES ID ENC E TO BE R EMO D EL ED , ENL A R G ED E N I L Y T R E P O R P 2 0 0 A 5 ' 1 9 . 8 5 Y E L L A NEW WOOD LANDING AND STEPS. CONCRETE LANDING AT BOTTOM 540.36' (LO ADJ) E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S N A L P E T I S Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A001 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:34 PM 2 A001 PROPOSED SITE PLAN SCALE: 1/8" = 1'-0" CO 54 1 539.08' 539.67' 11.01' 40.00' 40.00' 28.99' 541.16' 536.17' 5 FT SET BA CK P R OP ER T Y L INE 541.14' 120.00' 3 A002 565.00' (AVG ROOF) K C A B T E S T N O R F 0 0 . 5 2 540.66' (HI ADJ) 540.51' (AVG ADJ) 540.36' (LO ADJ) ) T H G I E H ( ' 9 4 . 4 2 E N I L Y T R E P O R P 536.17' 540.14' 540.16' 3.22' (EXTENDS PAST TENT) 542.06' (TENT 1/2 HI) 541.68' (TENT 3 HI) 541.58' E N I L Y T R E P O R P K C A B T E S R A E R 0 0 . 0 1 539.08' 539.37' 3 A002 SOUTH SITE ELEVATION SCALE: 1/8" = 1'-0" 565.00' (AVG ROOF) ) T H G I E H ( ' 9 4 . 4 2 540.66' (HI ADJ) 540.51' (AVG ADJ) 540.36' (LO ADJ) 539.57' 534.83' 2 A002 NORTH SITE ELEVATION SCALE: 1/8" = 1'-0" E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S I S T I B H X E F R E T P A H C B U S Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A002 565.00' (AVG ROOF) 565.00' (AVG ROOF) ) T H G I E H ( ' 9 4 . 4 2 ) T H G I E H ( ' 9 4 . 4 2 536.17' 4 A002 EAST SITE ELEVATION SCALE: 1/8" = 1'-0" 540.66' (HI ADJ) 540.51' (AVG ADJ) 540.36' (LO ADJ) 540.16' 540.14' 539.37' 539.08' 540.66' (HI ADJ) 540.51' (AVG ADJ) 540.36' (LO ADJ) 542.06' (TENT 1/2 HI) 541.68' (TENT 3 HI) 541.58' 539.57' 542.06' (TENT 1/2 HI) 541.68' (TENT 3 HI) 541.58' 539.57' 5 A002 WEST SITE ELEVATION SCALE: 1/8" = 1'-0" /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:34 PM HIGHLANDBUILDING AND SITE AREALOT SIZE7069SITE DEVELOPMENT INFORMATION (APPLICATION PAGE 2)EXISTINGNEWTOTALBLDG 1BLDG 2BLDG 1BLDG 2UNIT AUNIT BA) 1ST FLOOR CONDITIONED AREA147650119770B) 2ND FLOOR CONDITIONED AREA8438430C) 3RD FLOOR CONDITIONED AREA00D) BASEMENT00E) GARAGE (ATTACHED)00 GARAGE (DETACHED)00 CARPORT (ATTACHED)00 CARPORT (DETACHED)00F) COVERED PATIO, DECK, PORCH AND/OR BALCONY3083080G) OTHER COVERED OR ROOFED AREA00H) UNCOVERED WOOD DECK (STEPS AND LANDING AT BACK DOOR)41410TOTAL BUILDING AREA31690I) POOL00J) SPA00K) REMODELED FLOOR AREA, EXCLUDING ADDITION/ NEW CONSTRUCTION0TOTAL BUILDING COVERAGESQUARE FEET:2285% OF LOT SIZE:32.32%SURPLUS BUILDING COVERAGE542.6TOTAL IMPERVIOUS COVERAGESQUARE FEET:2734.5% OF LOT SIZE:38.68%SURPLUS I.C.446.55SUBCHAPTER F: GROSS FLOOR AREA (APPLICATION PAGE 3)EXISTING S.F.TOTAL S.F.1ST FLOOR1476501N/A19772ND FLOOR0843N/A8433RD FLOOR00N/A0AREA W/ CEILINGS > 15'00FOLLOW 3.3.50GROUND FLOOR PORCH30803080BASEMENT00FOLLOW 3.3.3BATTIC00FOLLOW 3.3.3C00GARAGE (ATTACHED)0020000GARAGE (DETACTCHED)00450/2000CARPORT (ATTACHED00450/20000CARPORT (DETACHED)0045000TOTAL GROSS FLOOR AREA2820(TOTAL GROSS FLOOR AREA / LOT AREA) X 10039.89%SURPLUS F.A.R.7.6CALCULATION AID (APPLICATION PAGE 7)EXISTING S.F.TOTAL S.F.A) 1ST FLOOR CONDITIONED AREA14765011977B) 2ND FLOOR CONDITIONED AREA0843843C) 3RD FLOOR CONDITIONED AREA000D) BASEMENT000E) GARAGE (ATTACHED)000 GARAGE (DETACHED)000 CARPORT (ATTACHED)000 CARPORT (DETACHED)000G) COVERED WOOD DECKS 0H) COVERED PATIOS3080308I) COVERED PORCH0J) BALCONY0K) OTHER0TOTAL BUILDING AREA178413443128TOTAL BUILDING COVERAGE17845012285L) DRIVEWAY308308M) SIDEWALKS 0M) UNCOVERED PATIO0N) UNCOVERED PATIO00) UNCOVERED WOOD DECKS (COUNTED AT 50%)04120.5P) AC PADS AND OTHER CONCRETE FLATWOORK 9918Q) OTHER (EXIST. RETAINING WALLS, NEW LANDING AT REAR STAIRS)9310103TOTAL SITE IMPERVIOUS COVERAGE21945612734.5Q) POOLS000S) SPANEW/ADDEDS.F.PROPOSEDEXEMPTIONAPPLIEDEXEMPTIONFULLPORCH/200S.F.NEW/ADDEDS.F.1. G E NE R A L 4. T HER MA L A ND MO IS T UR E P R OT ECT ION 9. A COUS T ICA L 1. CONT R A CT D O C UM E NT S - T HE DR A W INGS A ND SP ECIFICA T IONS IS S UED BY T HE A R CHIT ECT DA T ED 11/ 1/ 20 23 , A ND A S MA Y BE A M E ND E D BY T HE A R CHIT ECT IN S UB S E Q UE NT ISSUA NCES. 2. EX IST ING C O ND IT IO NS - BEFOR E B E G INNING W OR K EX A MINE T HE SITE F OR C O MP L IA NC E W IT H T HE DR A W INGS. N O EX T RA CHA R GE OR C O MP ENS A T IO N W ILL BE A L L OW ED F OR R EA S O NS OF ER R OR OR O M IS S IO N. 3. ST A NDA R DS, C O D ES A ND O R D INA NC E S - R EFER TO INDUS T R Y ST A NDA R DS A ND MA NUF A CT UR ER 'S INS T R UCT IONS . W HER E T HE CONT R A CT D O C UM E NT S CONF L ICT W IT H INDUS T R Y ST A NDA R DS OR MA NUF A CT UR ER 'S INS T R UC T IO NS INF O R M T HE O W NE R A ND D O NO T P R OCEED W IT HO UT P R IOR APPROVAL. 4. ALL W OR K W ILL COMP L Y W IT H ALL P R ES IDING C O D ES A ND O R D INA NC ES . W HER E T HE CONT R A CT D O C UM E NT S CONF L ICT W IT H P R ES IDING C O D ES A ND O R D INA NC E S INF O R M T HE O W NE R A ND D O NO T P R OCEED W IT HO UT P R IOR APPROVAL. 5. P UR P OSE OF T HE CONT R A CT D O C UM E NT S IS TO PR OV IDE T HE INF OR MA T ION R EQ UIR ED TO A CHIEV E T HE A R CHIT ECT UR A L INT ENT . W HER E DET A ILS OR P R OCEDUR ES A RE IN CONF L ICT W IT H A NY OF T HE T ER MS OF T HESE SP ECIFICA T IONS INF O R M T HE O W NE R A ND D O NO T P R OCEED W IT HO UT P R IOR APPROVAL. 6. SA FET Y - ER ECT S UC H SA FET Y E Q UIP ME NT A ND S IGNA GE A S R EQ UIR ED A ND MA INT A IN T HESE EL EMENT S F OR T HE DUR A T ION OF T HE P R OJECT . 7. SUP P OR T FA CILITIES - CONT R A CT OR IS R ESP ONSIBL E FOR PA Y ING FOR ALL T EMP OR A R Y FEA T UR ES S UC H A S UT ILIT IES, T RA SH A ND R ECY CL ING, A ND SA NIT A RY FA CILITIES. ALL T EMP OR A R Y FEA T UR ES M US T BE R EMO V ED BEFOR E FINA L C L EA NING . 8. INS UR A NC E - PR OV IDE A ND COOR DINA T E ALL INS UR A NC E R EQ UIR EMENT S A S P R ESCR IBED BY T HE C O NS T R UC T IO N CONT R A CT . 9. W A R R A NT Y - ALL W OR K SHA L L BE W A R R A NT ED A S COMP L Y ING W IT H T HE CONT R A CT D O C UM E NT S A ND A GA INST DEFECT S FOR T HE P ER IOD R EQ UIR ED BY L A W A ND T HE C O NS T R UC T IO N CONT R A CT . REPA IRS R EQ UIR ED D UR ING T HE W A R R A NT Y P ER IOD W ILL BE P R OV IDED BY T HE CONT R A CT OR AT N O EX P ENSE TO T HE OW NER . 10. P R OT ECT ION OF EX IST ING C O ND IT IO NS - PR OT ECT ALL EX IST ING C O ND IT IO NS TO R EMA IN OR TO BE R EUS ED D UR ING C O NS T R UC T IO N. FINA L C L E A NING W ILL INCL UD E ALL EX T ER IOR A ND INT ER IOR SUR FA CES. P A T CHING A ND R EP A IR ING W ILL BE P ER F OR MED S UC H T HA T N E W A ND EX IST ING EL EMENT S MA Y NO T BE DIFFER ENT IA T ED. 11. S UBS T IT UT IONS - W HER E A PA R T ICUL A R MA T ERIA L, COL OR OR P R ODUCT IS SP ECIFIED A N A LTERNA TE MA Y ONL Y BE SUBST IT UT ED W IT H T HE EX PR ESS P ER MIS S ION OF T HE OW NER . 12. CONT R A CT OR IS R ESP ONSIBL E FOR MA INT A INING "A S- BUILT" DR A W INGS TO BE P R OV IDED TO T HE O W NE R AT T HE COMP L ET ION OF T HE P R OJECT . 13. CONT R A CT OR W ILL RET A IN T HE SER V ICES OF R EL EV A NT E NG INE E R S W HER E R EQ UIR ED TO COMP L ET E T HE W OR K . 14. ALL PA RT IT ION T Y PES INDICA T ED O N T HIS DR A W ING MA Y NO T NECESSA R IL Y BE US ED O N T HIS SP ECIFIC P HA SE OF T HE PROJECT . 15. V ERIFY T HE T HE R EQ UIR EMENT S OF ALL O W NE R SUP P L IED A P P L IA NCES A ND P R ODUCT S BEFOR E B E G INNING T HE W OR K . N O EX T RA CHA R GE OR C O MP ENS A T IO N W ILL BE A L L OW ED F OR R EA S O NS OF ER R OR O R O M IS S IO N. 2. SIT E W O R K 1. P R OT ECT ION 1. SEE SUR V EY FOR EX IST ING C O ND IT IO NS A ND PR OT ECT ED TREES. 2. MINIMIZ E IMPA CT O N EX IST ING SITE TO T HE EX T ENT POSSIBL E. 3. CONT R A CT OR IS R ESP ONSIBL E F OR IDENT IF Y ING L OCA T ION OF O N SIT E UT IL IT IES. 4. PR OT ECT SITE EL EMENT S TO R EMA IN D UR ING C O NS T R UC T IO N. 2. DR A INA GE - N O W OR K W ILL INT ER FER E W IT H EX IST ING DR A INA GE SY ST EMS W IT HO UT CR EA T ING EQUA L L Y EFFECT IV E SY ST EMS. 3. R OOF DR A INS A ND F R ENC H DR A INS W ILL TIE INT O EX IST ING DR A INA GE SY ST EMS W HER E P OSSIBL E. 3. W O O D 1. R O UG H F R A MING 1. R ESER V ED. 2. F R A MING TO BE INST A L L ED TO R ECEIV E INT ER IOR F INISHES. 3. CONT R A CT OR R ESP ONSIBL E F OR C O O R D INA T IO N OF L UMBER TAKE OFFS, T R USS SUBMIT T A L S, A ND S HO P DR A W INGS. 4. ST UD SP A CING TO BE 16" O.C. U.N.O . T HE P R OJECT MA NDA T OR Y M A X IM UM A LLOW A BLE DEFL ECT ION DES IGN CR IT ER IA RA TIO IS L/ 240 US ING S T UDS @ 16" O.C. 5. W HER E "BRITTLE" F INIS HES W ILL BE A PPL IED S UC H A S PL A ST ER OR CER A MIC TILE, MA X . A LLOW A BLE DEFL ECT ION CR IT ER IA RA TIO IS L/ 36 0 . 2. EX T ER IOR CA R P ENT R Y 1. R ESER V ED 3. INT ER IOR F INISH CA R P ENT R Y - ALL W OR K TO COMP L Y W IT H M O S T R ECENT QUA L IT Y ST A NDA R DS OF T HE A R CHIT ECT UR A L W O O D W O R K INST IT UT E. 1. ALL FA ST ENER S TO BE C O UNT E R S UNK A ND FILLED, S A ND ED S MO O T H A ND PA INT ED. 2. C O R NER S TO BE MIT ER ED UNL ES S NO T ED OT HER W ISE. 3. INST A L L B L O C K ING A S R EQ UIR ED. 4. CA BINET R Y A ND MIL L W OR K F INIS HES TO BE COOR DINA T ED W IT H T HE O W NE R . 4. ALL PA RT IT ION T Y PES INC L UD ED IN T HE DR A W INGS MA Y NO T NECESSA R IL Y BE US ED O N T HIS SP ECIFIC P HA SE OF T HE PROJECT . 1. B UIL D ING W R A P - D UP O NT T Y V EK HO ME W R A P OR A LTERNA TE A P P R OV ED BY O W NE R 2. FENEST R A T ION F L A S HING - SELF A DHER ED F L A S HING TAPES W IT H C O R NE R DET A IL ING SY ST EMS TO CREA T E C O NT INUO US W A T ER P R OOFED DETA ILS. INST A L L W IND O W A ND D O O R F L A S HING PER F L A S HING TAPE MA NUF A CT UR ER 'S INS T R UCT IONS . 3. INS UL A T ION - CA V IT Y INS UL A T ION AT R OOF A ND WALLS TO BE SPRAY-IN F OA M INS UL A T ION. M INIM UN R- V ALUES PER CIT Y R EQ UIR EMENT S A ND OW NER 'S P R EFER ENCE. 4. R ESER V ED 5. JO INT SEA L A NT S - EL A ST OMER IC SEA L A NT S AT 1. DISIMIL A R MA T ER IA L JOINT S 2. B ET W EEN D O O R S A ND W IND O W S 3. SEA L A NT COL OR S TO BE COMPA T IBL E W IT H A DJA CENT F INISHES. 6. S ID ING TO BE REA L W O O D GR A IN C EMENT IT IO US FIBER BOA R D, PA INT ED. SEE A L SO A SSEMBL IES. 7. EX T ER IOR A CCENT BA ND S TO BE S MO O T H F INISH C EMENT IT IO US FIBER BOA R D, PA INT ED. 8. W HER E NO T DET A IL ED EX T ER IOR S ID ING C O R NER S TO BE T R IMMED IN EIT HER S MO O T H F INISH C EMENT IT IO US FIBER BOA R D, PA INT ED, OR MIT ER ED. 9. ALL F L A S HING DET A ILS PER S MA C NA . 5. F INIS HE S 1. GY P S UM BOA R D A SSEMBL IES 1. WALLS IN DRY L OCA T IONS TO BE ST A NDA R D 1/ 2 INC H GY P S UM BOA R D. 2. WALLS IN W ET L OCA T IONS TO BE 1/ 2 INC H C EMENT IT IO US P A NEL 3. CEIL INGS TO BE 5/ 8" GY P S UM BOA R D 4. CEIL INGS IN W ET A R EA S TO BE 5/ 8" W A TER R ESIST A NT GY P S UM B O A R D 5. ALL OUT S IDE C O R NER S TO HA V E C O R NE R BEA DS 2. TILE 3. P A INT 1. USE COMPA T IBL E W A T ER P R OOFING A ND T HIN SET C E M E NT 2. TILE FL OOR S TO BE T HIN SET TILE OV ER PLIA BLE, SHEET - A PPL IED, B O ND E D W A T ER PR OOF ME MB R A NE A ND V A POR RET A RDER W IT H CR A CK - BR IDGING CA PA BIL IT IES 3. TILE WALLS TO BE T HIN SET TILE OV ER SHEET - A PPL IED, B O ND E D W A T ER PR OOF ME MB R A NE A ND V A POR RET A RDER W IT H CRA CK - B R ID G ING CA PA BIL IT IES , OR A PPR OV ED A LTERNA TE, OV ER C E ME NT IT IO US BOA R D 4. COOR DINA T E TILE A ND G R O UT C O L O UR SEL ECT IONS W IT H O W NE R . 5. TILE T R A NSIT IONS TO BE BUL L - NOSE F INISH, O.A .A . 1. COOR DINA T E PA INT COL OUR S W IT H OW NER . 2. EX T ER IOR P A INT ED W O O D TO MA T CH EX IST ING COL OR A ND QUA L IT Y . 3. P A INT ED GY P S UM BOA R D TO MA T CH EX IST ING COL OR A ND QUA L IT Y . 4. FILL ALL HOL ES, LEV EL ALL SUR FA CES, SEA L ALL JOINT S, CR A CK S A ND INT ER S ECT IONS A ND S A ND SUR FA CES S MO O T H. 5. R EMOV E HA R DW A R E P R IOR TO P A INT ING. 6. PR OV IDE M I N I M U M O NE COA T OF P R IMER A ND T W O COL OR COA T S. 7. COOR DINA T E PA INT C O L O UR SEL ECT IONS W IT H OW NER . 6. D O O R S A ND W IND O W S 1. N E W W IND O W S TO MA T CH EX IST ING TY PE, QUA LIT Y , INST A L L A T ION A ND T R IMS. 2. N E W D O O R S TO MA T CH EX IST ING TY PE, QUA LIT Y , INST A L L A T ION A ND T R IMS. 3. PR OV IDE T EMP ER ED GL A SS W HER E R EQ UIR ED BY CODE. 7. M E C HA NIC A L - HV A C A ND P L UMB ING 1. U.N.O . CONT R A CT OR IS R ESP ONSIBL E F OR T HE D ES IG N A ND INT EGR A T ION OF N E W A ND EX IST ING HV A C SY ST EMS A ND P R ODUCT S. 2. D UC T W OR K , GRIL L S A ND T ER MINA T IONS 1. PR OV IDE SHEET MET A L P R IMA R Y T R UNK S W IT H FLEX D UC T S EC O ND A R Y DUCT S. 2. P R OV IDED D UCT ED R ET UR NS AT B E D R O O M. 3. R OOF T ER MINA T IONS TO MA T CH EX IST ING. 4. N O V ISIBLE EQ UIP MENT , P ENET R A T IONS, GRILLS, MET ER S OR OT HER E Q UIP ME NT W IT HO UT OW NER 'S CONS ENT . 3. R ESER V ED. 4. U.N.O . CONT R A CT OR IS R ESP ONSIBL E F OR T HE D ES IG N A ND INT EGR A T ION OF N E W A ND EX IST ING P L UMB ING SY ST EMS A ND P R ODUCT S . 5. CONT R A CT OR R ESP ONSIBL E F OR C O O R D INA T IO N OF R OOF P ENET R A T IONS A ND R O O F ING . 6. PR OV IDE A ND INST A L L P L UMB ING FIX T UR ES PER CONT R A CT D O C UM E NT S . 7. CONT R A CT OR TO COOR DINA T E FIX T UR E SEL ECT IONS W IT H OW NER . 8. ENS UR E P R OP ER C O NNE C T IO N OF N E W A ND EX IST ING P L UMB ING SY ST EMS TO CIT Y SUPPLY A ND SEW ER . 8. EL ECT R ICA L 1. CONT R A CT OR IS R ESP ONSIBL E F OR T HE D ES IGN A ND INT EGR A T ION OF N E W EL ECT R ICA L SY ST EMS A ND P R ODUCT S. 2. S MO K E DET ECT OR S INST A L L ED PER C O D E R EQ UIR EMENT S 3. INT EGR A T E N E W D O O R S A ND W IND O W S W IT H EX IST ING SECUR IT Y S Y S T EMS 4. ALL R ECEP T ICA L S IN W ET A R EA S TO BE GFCI OR W A T ER PR OOF GFCI A S R EQ UIR ED BY C O D E 1. USE A COUST ICA L SEA L A NT AT T OP A ND BOT T OM OF ST UD W A LLS. 2. A COUST ICA L L Y SEA L A R O UND ALL P ENET R A T IONS IN GY P BD WALLS A ND C E IL ING S 3. ST A GGER GY P BD JOINT S 4. PR OV IDE AT L EA ST O NE ST UD BET W EEN PL UGS, SW IT CHES, J- BOX ES, ETC., T HA T BA CK UP TO EA CH OT HER 10 . D E MO L IT IO N 1. PR OT ECT ALL EX IST ING, ST R UCT UR ES, F E NC ING , L A ND S C A P ING , T REES, WALKS, A SPHA L T PA V ING TO R EMA IN D UR ING C O NS T R UC T IO N. 2. PR OT ECT ALL T REES A ND L A ND S C A P ING TO R EMA IN. 3. A NY EX IST ING EL EMENT S TO R EMA IN T HA T A RE DA MA GED D UR ING C O NS T R UC T IO N W ILL BE R EPL A CE BY T HE CONT R A CT OR . 4. L OCA T ION A ND P R OT ECT ION OF UT IL IT IES TO R EMA IN IS T HE R ESP ONSIBIL IT Y OF T HE CONT R A CT OR . 5. ALL A R EA S OF DIST UR BED L A NDS CA P E W ILL BE R EP L A NT ED W IT H N E W GR A SS SEED. 6. RE: FL OOR PL A N F OR L OCA T ION OF W IND O W S TO BE R EMOV ED A ND PA T CHED A ND W IND O W S TO BE R EMOV ED A ND R EPL A CED. 7. ALL EX T ER IOR S ID ING TO BE R EMOV ED A ND R EPL A CED. RE: EL EV A T IONS 8. ALL R OOF S TO BE R EMOV ED A ND R EPL A CED. RE: R OOF P L A N, EL EV A T IONS A ND ST R UCT UR E. 11. EX T ER IOR SPECIA L T IES 1. R ESER V ED 12. A L T ER NA T ES 1. R ESER V ED 13. A CCESSIBIL IT Y A ND V ISIT A BIL IT Y 1. F OR ALL N E W SINGL E- FA MIL Y A ND DUP L EX C O NS T R UC T IO N W IT HIN T HE CIT Y OF A UST IN T HE F OL L OW ING W ILL APPLY. 2. AT L EA ST O NE BA T HR OOM OR HA L F BATH O N T HE FIRST FL OOR M US T MEET T HE F OL L OW ING R EQ UIR EMENT S : 1. M I N I M U M CL EA R O P E NING OF 30 INC HE S 2. LA TERA L T W O- INCH BY SIX - INCH OR L A R GER NO M INA L W O O D B L O C K ING INST A L L ED FL USH W IT H T HE ST UD EDGES OF BA T HR OOM W A LLS; A ND 3. T HE CENT ER L INE OF T HE B L O C K ING M US T BE 34" F R OM A ND PARALLEL TO T HE INT ER IOR FL OOR LEVEL, EX CEPT F OR T HE P OR T ION OF T HE WALL L OCA T ED DIRECT LY B E HIND T HE LAVATORY 3. SW IT CHES, RECEPT A CL ES A ND ENV IR O NMENT A L CONT R OL S O N T HE FIRST FL OOR M US T MEET T HE F OL L OW ING R EQ UIR EMENT S : 1. L IGHT SW IT CHES A ND ENV IR O NMENT A L CONT R OL S M US T BE N O HIG HE R T HA N 48 INC HE S A BOV E T HE INT ER IOR FL OOR LEVEL; A ND 2. OUT L ET S A ND RECEPT A CL ES M US T BE A M I N I M U M OF 15 INC HE S A BOV E T HE INT ER IOR FL OOR LEVEL, EX CEPT F OR FL OOR OUT L ET S A ND R ECEPT A CL ES 4. T HE R OUT E TO A DESIGNA T ED V ISITA BLE BATH OR HA L F BATH M US T BE A CCESSIBL E BY A R OUT E W IT H A M I N I M U M CL EA R O P E NING OF 32 INC HE S B E G INNING AT T HE DESIGNA T ED V ISITA BLE ENT R A NCE A ND C O NT INUING T HR O UG H T HE L IV ING R O O M, D INING R O O M, A ND K IT CHEN A ND BE LEV EL W IT H R A MP ED OR BEV EL ED C HA NG E S AT D O O R T HR ES HO L D S 5. T HE DESIGNA T ED V ISITA BLE ENT R A NCE M US T BE A NO- ST EP ENT R A NCE W IT H A BEV EL ED T HR ES HOL D OF ONE- HA L F INC H OR LESS A ND A D O O R W IT H A CL EA R W IDT H OF AT L EA ST 32 INC HES . T HE ENT R A NCE MA Y BE L OCA T ED AT T HE FR ONT , REA R, OR SIDE, OR IN T HE GA R A GE O R CA R P OR T OF T HE DW EL L ING 6. T HE EX T ER IOR V ISITA BLE R OUT E M US T HA V E A CR OSS SLOPE LESS T HA N T W O P ER CENT T HA T OR IGINA T ES F R OM A GA R A GE, P UBL IC STREET, OR P UBL IC SIDEW A L K . A R A MP INC L UD ED IN A N EX T ER IOR V ISITA BLE R OUT E M US T COMP L Y W IT H T HE R ESIDENT IA L C O D E 7. EX CEP T IONS F OR EX T ER IOR V ISITA BLE R OUT ES 1. LOTS W IT H 10 % OR GR EA T ER SL OPE P R IOR TO DEV EL OP MENT 2. PR OPER T IES F OR W HIC H C O MP L IA NC E C A NNO T BE A CHIEV ED W IT HO UT T HE US E OF SW IT CHBA CK S T REE P R OT ECT ION NOT ES: -TREE P R OT ECT ION F E NC ING IS R EQ UIR EDT O BE CHA IN- L INK ME S H AT A M I N I M U M HE IG HT OF FIV E FEET. W HE N T HE TREE P R OT ECT ION F E NC ING C A NNO T INCOR P OR A T E T HE ENT IR E 1/ 2 CR IT ICA L R OOT Z ONE, A N EIGHT INC H LAYAER OF MUL C H W IT HIN T HE ENT IR E AV AILABLE R OOT Z O NE A R EA IS R EQ UIR ED F OR ALL T REES W HIC H HA V E A NY DIS T UR BA NCE INDICA T ED W IT HIN A NY P OR T ION OF T HE CR IT ICA L R OOT Z ONE. - 2X4 OR GR EA T ER SIZE P L A NK S (6'-0" TALL M INIM UM ) TO BE ST R A PPED SECUR EL Y A R O UND P R OT ECT ED T REES T R UNK S A ND R OOT FL A R ES W HE N PROT ECT IV E F E NC ING D O ES NO T INCOR P OR A T E T HE ENT IR E 1/ 2 CR Z F OR A NY R EA S ON AT A NY T IME IN T HE PROJECT . -TO T HE DEGR EE T HA T P R OT ECT ED T REES O N A DJA CENT LOTS MA Y BE IMP A CT ED BY T HE P R OJECT A ND TO T HE DEGR EE A CCESS TO T HOSE T REES CA N BE COOR D INA T ED W IT H T HE O W NE R S OF T HE A DJA CENT LOTS T HOSE T REES W ILL R ECIEV E T HE SA ME P R OT ECT ION MEA S UR ES A S T REES O N T HE P R OJECT LOT. - FOR A DDIT IONA L DET A ILS R EGA R DING TREE P R OT ECT ION RE: T HE ENV IR O NMENT A L CR IT ER IA MA NUA L SECT ION 3.5.2. /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM 1/2" GYP. BD. PAINTED 2X4 WD. FRAMING @ 16" O.C. NEW 1/2" GYP. BD. PNTD. NEW 2X4 WD. FRAMING @ 16" O.C. NEW R-19 MIN. BATT INSULATION NEW PLY. WD. SHEATHING. NEW VAPOR BARRIER NEW 6" CEMENTITIOUS SIDING, PAINTED 2 - P1 PARTITION 1 1/2"= 1'-0" 3 - W1 WALL 1 1/2"= 1'-0" A DDIT IO NA L NO T ES: 1. HA NDR A IL S W IL L BE P R O V IDED ON NO T L ESS T HA N O NE SIDE OF EA CH C O NT INUO US R UN OF T REA DS O R F L IGHT W IT H F O UR O R MO R E RISERS. 2. HA NDR A IL HEIGHT , ME A S UR E D V ERT ICA LLY F R O M T HE SL O PED PL A N A D JO INING T HE T REA D NO S ING, O R F INISH SURF A CE OF R A MP SL OE, SHA L L BE NO T L ESS T HA N 34 INC HE S A ND NO T MO R T HA N 38 INC HE S 3. HA INRA IL S F OR STAIRWAYS SHA L L BE C O NT INUO US F OR T HE F UL L L ENGT H OF T HE FLIGHT, F R O M A P O INT DIRECT L Y A BOV E T HE T OP R ISER OF T HE F L IGHT TO A P O INT DIRECT L Y A BOV E T HE L O W EST R ISER OF T HE FLIGHT. HA NDR A IL E ND S SHA L L BE R E T UR NE D O R SHA L L T ERMINA T E IN NE W E L POST S O R SA F ET Y T ERMINA L S. HA NDR A IL S A DJA C ENT TO A WA LL SHA L L HA VE A SPA CE OF NO T L ESS T HA N 1 1/ 2” INC HE S B ET W EEN T HE WA LL A ND T HE HA NDRA IL S. 4. HA NDR A IL S SHA L L HA VE A CIR CUL A R C R O S S SECT ION A ND SHA L L HA VE A N O UT SIDE DIA MA T ER OF NO T L ESS T HA N 1 1/ 4” A ND NO T GREA T ER T HA N 2” GUA R D S : 1. GUA R D S SHA L L BE L OCA T ED A L O NG O P EN- S ID ED W A L K ING SUR F A CES THAT A RE L OCA T ED MO R E T HA N 30” ME A S UR E D V ERT ICA LLY TO T HE F L OOR O R GR A D E B EL O W AT A NY P O INT W IT HIN 36 INC HE S HORIZ ONT A L L Y TO T HE E D GE OF T HE O P EN SIDE. INS EC T S C R E E NING SHA L L NO T BE C O NS ID E R E D A S A GUA R D. 2. R E Q UIR E D GUA R D S SHA L L BE NO T L ESS T HA N 36 INC HE S IN HE IGHT AS ME A S UR E D V ERT ICA LLY A BOV E T HE A DJA C ENT W A L K ING SURF A CE O R T HE L INE C O NNE C T ING T HE L EA DING E D GE S OF T HE T REA DS. 3. R E Q UIR E D GUA R D S SHA L L NO T HA VE O P E NIGNS F R O M T HE W A L K ING SURF A CE TO T HE R E Q UIR E D GUA R D HE IGHT THAT A L L OW PA SSA GE OF A S P HE R E 4 INC HE S IN DIA MET ER. A L A R MS : 1 - C O NT R A C T O R TO PR O V IDE S MO K E A L A RMS. S MO K E A L A RMS TO BE HA R D W IRED, INT ER C O NNEC T ED , BA T T ERY BACK UP, AT EA CH SL EEP ING R O O M A ND IMMEDIA T E C O M M O N A REA O UT SIDE OF SL EEP ING R O O MS , A ND L OCA T ED NO T L ESS T HA N 3 FT. F R O M A D O O R TO A B A T HR O O M W IT H A T UB O R S HO W E R EX C EPT W HE N T HIS R E Q UIR E ME NT W IL L P R E V E NT T HE INST A LLA T ION OF A S MO K E A L A RM IN A R E Q UIR E D L OCA T ION, A ND IF A PPL ICA BL E, ON EA CH A DDIT IONA L ST ORY INC L UD ING B A S E ME NT S A ND HA BIT A BL E ATTICS. NOT E: INT E R C O NNE C T IO N OF S MO K E A L A RMS IN EX IST ING A REA S SHA L L NO T BE R E Q UIR E D W HE R E A LT ERA T IONS/ REPA IRS DO NO T RESUL T IN REMOV A L OF INT ER IO R WA LL O R CEIL ING F INIS HES E X P O S ING T HE ST R UC T UR E. 2 - C O NT R A C T O R TO INST A LL C A R B O N MO NO X ID E A L A RMS. C A R B O N MO NO X ID E A L A RMS TO BE HA R D W IR ED W IT H BA T T ERY BACK UP, INST A L L ED O UT SIDE OF EA CH SEPA RA T E SL EEP ING A REA IN T HE IMMEDIA T E V ICINIT Y OF HE B E D R O O MS IN DW EL L ING UNIT S W IT HIN W HIC H FUEL - E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S S E T O N D N A S N O I T A C I F I C E P S Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A003 4 2 2 1 1 3 2 1 1 1 1 2 2 2 4 2 4 2 2 2 2 2 4 1 1 1 2 4 2 A004 DEMOLITION PLAN SCALE: 1/4" = 1'-0" NOT E: UNL E S S NO T E D OT HER W ISE C.H. TO BE 9'-0" A FF DEMOLITION CODED NOTES: 1_ INTERIOR WALL TO BE REMOVED, TYP. 2_ DOOR OR WINDOW TO BE REMOVED OR REPLACED. RE: PLAN 3_ EXISTING KITCHEN FIXTURES TO BE REMOVED. 4_EXTERIOR WALL TO BE REMOVED, TYP. 5_COLUMN TO BE REMOVED. 5 5 5 5 E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S S N A L P N O I T I L O M E D Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A004 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM 2'-21/2" 17'-41/2" 3'-11" 9'-10" 3'-71/2" 3'-21/2" 16'-101/2" A010 2 75'-2" B " 2 - ' 3 " 6 - ' 5 Sill 1'-6" B " 2 - ' 3 " 6 - ' 5 Sill 1'-6" B 9' 5'-8" " 4 - ' 1 l l i S " 2 / 1 5 - ' 6 1 17'-41/2" SUN ROOM 276.043 sq ft 10'-0" 10'-0" RG " 5 - ' 3 " 2 / 1 5 - ' 4 8' 6'-8" E 3'-6" 8'-91/2" 16'-2" DW KITCHEN 247.152 sq ft F " 8 - ' 6 ' 6 E 6'-6" " 4 - ' 5 E 3'-6" 6'-8" 2'-8" 6'-8" E BATH 24.849 sq ft 5'-41/2" DOWN 3'-101/2" t x e T m o t s u C 1 2 3 4 5 6 R D " 5 - ' 7 A W " 8 - ' 6 ' 3 E LAUNDRY 56.394 sq ft 8'-41/2" Sill 4' ' 6 ' 3 B E 3' 4' 7'-41/2" BEDROOM 225.393 sq ft 16'-11/2" Sill 1'-4" " 8 - ' 5 ' 9 B " 2 / 1 5 - ' 6 3 1 1 0 A 3 " 6 - ' 8 " 6 - ' 8 " 2 / 1 - ' 3 " 2 / 1 8 - ' 9 " 0 - ' 1 " 2 / 1 - ' 7 1 " 2 / 1 7 - ' 5 " 2 - ' 7 " 3 - ' 4 B ' 5 ' 4 Sill 3' " 2 / 1 4 - ' 1 B " 2 - ' 3 " 6 - ' 5 B ' 5 " 0 1 - ' 1 B " 2 - ' 3 " 6 - ' 5 Sill 1'-6" Sill 5'-2" Sill 1'-6" B ' 3 " 6 - ' 2 Sill 4' B ' 3 " 6 - ' 2 Sill 4' LIVING ROOM 405.396 sq ft E 6 ' - 8 " 5 ' - 6 " E 6'-1011/16" 6'-8" " 4 - ' 1 l l i S 2'-8" 5'-8" B " 4 - ' 1 l l i S 5'-8" 5'-8" B 13'-71/2" Sill 1'-4" " 8 - ' 5 " 8 - ' 5 B ' 4 l l i S 2'-6" 3' B " 2 / 1 0 1 - ' 1 " 2 / 1 1 - ' 2 " 2 / 1 6 - ' 5 1 E 8' 6'-8" DINING ROOM 229.323 sq ft " 2 / 1 1 1 - ' 6 1 E 5'-6" 6'-8" " 8 - ' 6 ' 3 E 4'-41/2" " 8 - ' 6 ' 3 E E 2'-8" 6'-8" " 8 - ' 4 1 9'-8" CLOSET 66.520 sq ft E " 8 - ' 2 " 8 - ' 6 " 2 / 1 6 - ' 7 " 2 / 1 4 - ' 1 1 10'-1/2" 4'-0" 14'-1/2" BATH 150.436 sq ft 3' 6'-8" E " 8 - ' 2 " 8 - ' 6 E " 2 / 1 0 1 - ' 3 " 8 - ' 3 " 2 / 1 5 - ' 2 " 2 / 1 6 - ' 3 " 2 / 1 4 - ' 5 Sill 1'-4" " 8 - ' 5 " 8 - ' 5 B 14'-4" 2 A011 75'-2" 4'-9" 19'-21/2" 7'-11" 6'-81/2" 7'-71/2" 3'-101/2" 31'-101/2" 2 A005 PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" NOT E: UNL E S S NO T E D OT HER W ISE C.H. TO BE 9'-0" A FF COVERED PORCH 312.451 sq ft 3 0 1 0 A E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S S N A L P R O O L F T S R I F D E S O P O R P Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A005 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM 15'-0" 4'-41/2" 17'-31/2" 12'-71/2" 34'-31/2" A010 2 6'-5" 7'-7" 3'-31/2" 5'-11" 6'-8" R O O F L INE BEL OW B " 8 - ' 5 " 8 - ' 5 Sill 2'-4" BEDROOM 139.219 sq ft B ' 2 " 6 - ' 2 Sill 6' 2'-8" 6'-8" E BATH 40.000 sq ft 11'-71/2" 5'-41/2" 2'-8" 6'-8" E CLOSET 20.000 sq ft E " 8 - ' 2 " 8 - ' 6 " 1 - ' 8 " 2 / 1 4 - ' 4 B ' 6 ' 3 Sill 5' 12'-4" " 2 / 1 5 - ' 2 1 " 2 / 1 0 1 - ' 3 " 2 / 1 9 - ' 1 1 DOWN UP " 8 - ' 2 " 8 - ' 6 E B 9' 4' ' 4 l l i S 2'-41/2" " 5 - ' 6 E 5' 6'-8" ' 4 l l i S 3' 3' B BONUS ROOM 186.915 sq ft " 2 / 1 4 - ' 5 1 E N I L 0 - 5 1 BEDROOM 128.425 sq ft 11'-71/2" Sill 2'-4" " 8 - ' 5 " 8 - ' 5 B 7'-41/2" Sill 2'-4" " 8 - ' 5 " 8 - ' 5 B 2'-8" 6'-8" E BATH 73.050 sq ft 14'-81/2" " 2 / 1 4 - ' 5 ' 4 l l i S 3' 3' B Sill 2'-4" " 8 - ' 5 " 8 - ' 5 B R O O F L INE BEL OW " 2 / 1 8 - ' 8 2 1 1 0 A 3 " 9 - ' 2 1 " 2 / 1 1 1 - ' 5 1 " 2 / 1 1 - ' 8 " 0 1 - ' 7 NOT E: UNL E S S NO T E D OT HER W ISE C.H. TO BE 9'-0" A FF 4'-1/2" 9'-7" 10'-51/2" 10'-21/2" 34'-31/2" 2 A011 2 A006 PROPOSED SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" " 2 / 1 4 - ' 7 " 4 - ' 1 2 " 2 / 1 8 - ' 8 2 3 0 1 0 A " 2 / 1 8 - ' 3 1 " 0 1 - ' 4 " 9 - ' 2 E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S R O O L F D N O C E S D E S O P O R P S N A L P Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A006 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM H I P V A L L E Y 6 : 12 V A L L E Y 6 : 12 6 : 12 E G D I R V ALLEY 6 : 12 E G D I R 6 : 12 V ALLEY H I P HIP R I D G E V A L L E Y 6 : 12 R ID G E 6 : 12 R ID G E 6 : 12 NOT E: ALL R OOF S TO BE S T A ND ING SEA M MET A L 6 : 12 E G D I R 6 : 12 6 : 12 H I P 6 : 12 R ID G E HIP V ALLEY 6 : 12 HIP 6 : 12 1 A007 ROOF PLAN SCALE: 1/4" = 1'-0" 6 : 12 R ID G E 6 : 12 E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S N A L P F O O R D E S O P O R P Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A007 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM A A CM SD DOWN L V 1 2 3 4 5 6 t x e T m o t s u C A A CM SD A RG A CM SD DW P P F F A A A A A R D A W A CM SD A X A L V V A A A A A A NOT E: W HER E N O EL ECT R ICA L PL A N IS S HO W N IT IS A S S UME D T HE EX IST ING P L A N IS A DEQUA T E. PROPOSED FIRST FLOOR ELECTRICAL PLANS 2 A008 SCALE: 1/4" = 1'-0" A B C L L L P F F R ECES S ED C A N L IGHT L ED ST R IP L IGHT PUL L C HA IN L IGHT S MO K E DET ECT OR C HA ND E L IE R C A R B O N M O NO X ID E DET ECT OR SD CM J EX T ER IOR W A LL S C O NC E JUNC T IO N BOX INT ER IOR W A LL S C O NC E DUP L EX OUT L ET V A NIT Y S INK L IGHT UND E R C O UNT E R DUP L EX OUT L ET P E ND A NT L IGHT CA BL E T V / INT ER NET JA CK SUR FA CE M O UNT E D FL OUR . FIX T UR E S W IT C H C EIL ING FA N S P US H BUT T ON SW IT CH C O M B O L IGHT / FA N E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S S N A L P C R T C E L E I Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A008 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM R O O F L INE BEL OW V A A A A A A A F E N I L 0 - 5 1 F CM SD A DOWN CM SD UP CM SD F A A V R O O F L INE BEL OW PROPOSED SECOND FLOOR ELECTRICAL PLAN 2 A009 SCALE: 1/4" = 1'-0" A B C L L L P F F R ECES S ED C A N L IGHT L ED ST R IP L IGHT PUL L C HA IN L IGHT S MO K E DET ECT OR C HA ND E L IE R C A R B O N M O NO X ID E DET ECT OR SD CM J EX T ER IOR W A LL S C O NC E JUNC T IO N BOX INT ER IOR W A LL S C O NC E DUP L EX OUT L ET V A NIT Y S INK L IGHT UND E R C O UNT E R DUP L EX OUT L ET P E ND A NT L IGHT CA BL E T V / INT ER NET JA CK SUR FA CE M O UNT E D FL OUR . FIX T UR E S W IT C H C EIL ING FA N S P US H BUT T ON SW IT CH C O M B O L IGHT / FA N E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S S N A L P C R T C E L E I Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A009 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM 1 2 2 2 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 2 2 2 2 A010 NORTH ELEVATION SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION CODED NOTES: 1_ NEW STANDING SEAM METAL ROOF. 2_ HORIZONTAL, PAINTED CEMENTITIOUS FIBERBOARD. MATCH EXISTING SHAPE AND SIZE. EXTERIOR ELEVATION GENERAL NOTES: 2_ EAVE AND GABLE OVERHANGS TO MATCH EXISTING. 1_ RESERVED 3_ RESERVED 4_ EAVES, SOFFITS, ROOF TRIM TO BE PAINTED CEMENTITIOUS FIBERBOARD. MATCH EXISTING SIZE AND COLOR 19'-6"(CH/PLT HT) 18'-6"(WINDOW HEAD) 10'-6"(FFE) 9'(CH/PLT HT) 7'(WINDOW HEAD) 0"(FFE) 21'-8"(WINDOW HEAD) 19'-6"(CH/PLT HT) 17'-6"(WINDOW HEAD) 10'-6"(FFE) 9'(CH/PLT HT) 7'(WINDOW HEAD) 6'-8"(DOOR HEAD) 0"(FFE) E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S S N O I T A V E L E R O R E T X E I Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A010 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM 3 A010 EAST ELEVATION SCALE: 1/4" = 1'-0" 2 1 1 2 2 1 2 2 1 2 2 A011 SOUTH ELEVATION SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION CODED NOTES: 1_ NEW STANDING SEAM METAL ROOF. 2_ HORIZONTAL, PAINTED CEMENTITIOUS FIBERBOARD. MATCH EXISTING SHAPE AND SIZE. EXTERIOR ELEVATION GENERAL NOTES: 2_ EAVE AND GABLE OVERHANGS TO MATCH EXISTING. 1_ RESERVED 3_ RESERVED 4_ EAVES, SOFFITS, ROOF TRIM TO BE PAINTED CEMENTITIOUS FIBERBOARD. MATCH EXISTING SIZE AND COLOR 1 2 1 1 1 2 2 2 19'-6"(CH/PLT HT) 18'-6"(WINDOW HEAD) 10'-6"(FFE) 9'(CH/PLT HT) 7'(WINDOW HEAD) 6'-8"(DOOR HEAD) 0"(FFE) 1 2 19'-6"(CH/PLT HT) 18'-6"(WINDOW HEAD) 10'-6"(FFE) 9'(CH/PLT HT) 7'(WINDOW HEAD) 0"(FFE) E C N E D I S E R D N A L H G H I S A X E T , N I T S U A , E V A D N A L H G H 4 0 7 I ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 11/1/2023 R O F D E U S S I D N A G N I T T I M R E P N O I T C U R T S N O C : e s a h p t c e o r p j Y R O T S I H N O I S I V E R : e m a N t e e h S S N O I T A V E L E R O R E T X E I Project #: 230827 Date: 11/1/2023 Drawn: EMP Chkd: EMP Sheet Number A011 3 A011 WEST ELEVATION SCALE: 1/4" = 1'-0" /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2023/230820 - 230829/230827 - HIGHLAND AVE/230827 - ARCHICAD/230827 - VERSION 6 LP.pln | Ver. 2015 | Wednesday, December 6, 2023 | 2:35 PM