13.1 - 1804 Brackenridge - Drawings and Photos — original pdf

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R 29'(CRZ) R 18'-6"(1/2 CRZ) R 9'-11/2"(1/4 CRZ) R 1'-61/2"(LIVE OAK 2) R 1'(LIVE OAK 4) R 6'(1/4 CRZ) R 12'(1/2 CRZ) R 24'(CRZ) A006 2 140.11' P R O P E R T Y L INE 5 FT S E T B A C K EA S EMENT 32 S.F ENCROACHMENT OF STRUCTURE ON ADJACENT PROPERTY E N I L Y T R E P O R P 4 6 0 0 A ' 8 3 . 6 4 WM K C A B T E S T F 5 2 EX IS T ING PATIO A ND W A L K TO BE D E M O L IS HE D K L A W E D I S GM BM: 576.02' E G D I R N E K C A R B EX IS T ING GA R A GE T O BE D E M O L IS HE D EX IS T ING W A LK TO BE D E M O L IS HE D O.H. LINE TO BE RELO BURRIED CATED/ V ISIT A BL E R OUT E EX IS T ING S ING L E ST OR Y R E S ID E NC E T O BE D E M O L IS HE D 5 FT SET BA CK 57 8 P R OP ER T Y L INE 57 9 5 8 0 581 5 8 2 EM 140.09' 3 A006 R 101/2"(LIVE OAK 3) R 5'-3"(1/4 CRZ) R 10'-6"(1/2 CRZ) R 21'(CRZ) R 2'(LIVE OAK 1) R 12'(1/4 CRZ) R 24'(1/2 CRZ) R 46'(CRZ) A007 1 A007 1 Y E L L A 6 0 0 A 5 ' 9 5 3 4 . N E N I L Y T R E P O R P 576 CO K C A B T E S T F 0 1 57 7 N EXISTING SITE PLAN SCALE: 1/8" = 1'-0" ID A001 A002 A003 A004 A005 A006 A007 A008 A009 A010 A011 A012 A013 A014 A015 ARCHITECTURAL SHEETS Name EXISTING SITE PLAN PROPOSED SITE PLAN TRANSPORTATION STANDARDS TREE PROTECTION PLAN TREE PROTECTION PLAN SUB CHAPTER F EXHIBITS AE OH LINE EXHIBITS SPECIFICATIONS AND SCHEDULES ARCHITECTURAL FOUNDATION PLAN FLOOR PLANS FLOOR PLANS ELECTRICAL PLANS ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 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 G UY A N C H O R L INE E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 G N I T S I X E Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A001 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM R 29'(CRZ) R 18'-6"(1/2 CRZ) R 9'-11/2"(1/4 CRZ) R 1'-61/2"(LIVE OAK 2) R 1'(LIVE OAK 4) R 6'(1/4 CRZ) R 12'(1/2 CRZ) R 24'(CRZ) 32 S.F ENCROACHMENT OF STRUCTURE ON ADJACENT PROPERTY 581.17' E N I L Y T R E P O R P 30.46' 580.06' ' 8 2 . 9 K C A B T E S T F 5 2 N E W F R O NT P O R C H N E W C O NC R E T E W A L K A C C E S S I B L E R O U T E 4 6 0 0 A ' 8 3 . 6 4 WM K L A W E D I S GM BM: 576.02' E G D I R N E K C A R B A007 1 A007 1 576.29' P R O P E R T Y L INE 577.99' A006 2 140.11' 577.55' (LO ADJ) EM 5 FT S E T B A C K EA S EMENT K C A B T E S T F 0 1 576.28' (LO ADJ) Y E L L A 6 0 0 A 5 ' 9 5 3 4 . N E W UNC O V E R E D W O O D D E C K N E W UNHE A T E D P O O L N E W GA R A GE N E W PARTIALLY COV ER ED PATIO A ND ST EP S N E W 2 ST ORY , S ING L E FA MIL Y R E S ID E NC E V ISIT A BL E R OUT E 5 8 0 579.60' (TENT 2 HI) 140.09' 3 A006 N 575.17' 576 CO E N I L Y T R E P O R P ' 7 7 . 8 1 N E W DR IV EW A Y 57 7 N PROPOSED SITE SCALE: 1/8" = 1'-0" 576.67' 577.94' HI ADJ) 5 FT SET BA CK 57 8 P R OP ER T Y L INE 578.07' (TENT 3 HI) 57 9 580.92' HI ADJ) 581 5 8 2 581.37' (TENT 1 HI) 582.75' R 101/2"(LIVE OAK 3) R 5'-3"(1/4 CRZ) R 10'-6"(1/2 CRZ) R 21'(CRZ) R 2'(LIVE OAK 1) R 12'(1/4 CRZ) R 24'(1/2 CRZ) R 46'(CRZ) E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 D E S O P O R P Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A002 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 G UY A N C H O R L INE SEE A 003 F OR A DDIT IONA L A P P R OA CH A ND A P R ON S T A NDA R DS /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 D R A D N A T S N O I T A T R O P S N A R T Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A003 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM A007 1 N A007 1 R 29'(CRZ) R 18'-6"(1/2 CRZ) R 9'-11/2"(1/4 CRZ) R 1'-61/2"(LIVE OAK 2) R 1'(LIVE OAK 4) R 6'(1/4 CRZ) R 12'(1/2 CRZ) R 24'(CRZ) 140'-11/2" P R O P E R T Y L INE 5 FT S E T B A C K EM EA S EMENT 32 S.F ENCROACHMENT OF STRUCTURE ON ADJACENT PROPERTY K L A W E D I S GM BM: 576.02' 30'-51/2" " 2 / 1 3 - ' 9 K C A B T E S T F 5 2 N E W C O NC R E T E W A L K N E W F R O NT P O R C H E N I L Y T R E P O R P " 2 / 1 4 - ' 6 4 WM N E W UNC O V E R E D W O O D D E C K N E W 2 ST ORY , S ING L E FA MIL Y R E S ID E NC E N E W GA R A GE N E W UNHE A T E D P O O L N E W PARTIALLY COV ER ED PATIO A ND ST EP S 5 FT SET BA CK 57 8 P R OP ER T Y L INE 57 9 5 8 0 581 5 8 2 140'-1" R 101/2"(LIVE OAK 3) R 5'-3"(1/4 CRZ) R 10'-6"(1/2 CRZ) R 21'(CRZ) R 2'(LIVE OAK 1) R 12'(1/4 CRZ) R 24'(1/2 CRZ) R 46'(CRZ) Y E L L A " 7 - ' 3 4 E N I L Y T R E P O R P " 2 / 1 9 - ' 8 1 CO 576 K C A B T E S T F 0 1 N E W DR IV EW A Y 57 7 N TREE PROTECTION PLAN SCALE: 1" = 10' 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 A UST IN ENER Y G UY L INE TREE P R OT ECT ION F ENC E A R O UND T HIS A REA . W IT HIN F ENC E N O PORT A BLE TOILET, C O NC R ET E W A SHOUT , PA INT W A S HO UT A CCESS R OUT ES, MA T ER IA L ST A GING, DUMP ST ER , SP OIL S P L A CEMENT PER MIT T ED. COV ER A R EA W IT HIN F ENCE W IT H 8" M UL C H. E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com E G D I R N E K C A R B 10/20/2022 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 N O I T C E T O R P E E R T Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A004 FORM BRACING DETAIL #1 NOT E: T HE CONT R A CT OR MA Y BE R EQ UIR ED TO UT IL IZE A LTERNA TE F O R M BR A CING ME T HO D S S UC H A S "F OR M BR A CING DET A IL # 1" W HER E F O R MS W O UL D BE P L A CED W IT HIN T HE 1/ 2 CR IT ICA L R OOT Z ONE. CONT R A CT OR W IL L COOR DINA T E W IT H T HE E NG INE E R A ND A R BOR IST A S R EQ UIR ED /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM Tree&NaturalAreaPreservationTheCityofAustinTreeandNaturalAreaPreservationcodeisbasedonthefundamentalpreceptsofsoundurbanforestmanagement.Proposeddevelopmentprojectsareevaluatedonacase-by-case(andtree-by-tree)basis,whichentailsevaluatingtheexistingtreeresourcesonasite,understandingthedynamicsoftreesanddevelopmentimpacts,andnegotiatingasolutionthatresultsinadevelopmentwithabalancedmixtureoftreespeciesandage.Thegoalofeachreviewistoassurethat,throughacombinationofpreservationandre-forestation,afinalproductisachievedwhichresultsinadiversifiedandsustainableurbanforest.Trees19inchesindiameter(60inchesincircumference)andgreaterareclassifiedas"protectedsize"andreceiveenhancedpreservationevaluation.Protectedtreesrequireapermittoremovethem,impactthecriticalrootzone(i.e.utilitytrench,sidewalk,driveway,irrigationlines,foundation),orremovemorethan30%ofthecanopy.◄TreeProtectionInordertoassurethattreesareadequatelypreserved,treeprotectionfencingisrequiredfortreeswithinthelimitsofconstruction.FencingshouldprotecttheentireCriticalrootzone(CRZ)area.Fencingisrequiredtobechain-linkmeshataminimumheightoffivefeet.A6-inchlayerofmulchwithintheentireavailablerootzoneareaisrequiredfortreeswhichhaveanydisturbanceindicatedwithinanyportionofthecriticalrootzone.TrunkMeasurements►Diametersoftreetrunksaremeasuredat4½feetabovegrade.Ifthetreeisonaslope,measurefromthehighsideoftheslope.Measureaboveorbelowunusualswellsinthetrunk.Todeterminethediameterofamulti-trunktree,measureallthetrunks;addthetotaldiameterofthelargesttrunkto½thediameterofeachadditionaltrunk.Formoreinformationvisitwww.ci.austin.tx.us/treesorcontacttheCityArboristat(512)974-1876orMichael.Embesi@ci.austin.tx.us.EnvironmentalCriteriaManualTreePreservationDesignCriteria◄ 3.5.2 Critical Root Zone Impacts–Atree'srootsystemrangeswellbeyondthedripline.TheCRZhasbeenestablishedtosetapracticallimitbeyondwhichanylossofrootswouldnothaveasignificantimpactonatree'ssurvival.Designconstraintsoftendictatethattreesslatedforpreservationhavesomeencroachmentontheircriticalrootzone.Weighingthisfactwithwhatappearstobeanacceptabledegreeofrisktomosttrees,thefollowingminimumdesigncriteria(maximumallowableimpacts)havebeenestablished:Aminimumof50%oftheCRZmustbepreservedatnaturalgrade,withnaturalgroundcover,andNocutorfillgreaterthanfour(4)incheswillbelocatedclosertothetreetrunkthanthe½CRZ.Example:atreewitha20-inchdiametertrunkhasa20-footCRZ,anda10-foot½CRZ.CriticalRootZone(CRZ):Onefootfromthetreetrunkforeachdiameterinchoftrunksize.EX IS T ING IMP A CT S P R OP OS ED IMPA CT S EX IS T ING IMP A CT S P R OP OS ED IMPA CT S LIV E OA K 2 IMPA CT S: - CR Z - 1/ 2 CR Z - 1/ 4 CR Z A R EA 1567 S.F 814 S.F, 262 S.F EX IST ING 440 S.F/ 28% 23 S.F/ 3% 0 P R OP OSED 36 3/ 23% 0 0 LIVE OAK 2 SCALE: 1/16" = 1'-0" EX IS T ING IMP A CT S P R OP OS ED IMPA CT S LIV E OA K 3 IMPA CT S: - CR Z - 1/ 2 CR Z - 1/ 4 CR Z A R EA 10 39 S.F 260 S.F. 87 S.F EX IST ING 207 S.F/ 20% 38 S .F / 15% 3 S.F./ 3% P R OP OSED 237 / 23% 0 0 LIVE OAK 3 SCALE: 1/16" = 1'-0" NOT E: P R OP OSED IMPA CT O N LIVE OA K 4 CR Z= 17 % LIV E OA K #1 - CR Z - 1/ 2 CR Z - 1/ 4 CR Z LIVE OAK 1 SCALE: 1/16" = 1'-0" A R EA 4 838 S.F 1357 S.F. 452 S.F EX IST ING 2610S.F / 54% 558 S .F / 4 1% 37 S.F./ 8% P R OP OSED 24 6 1/ 50 % 523 S.F/ 39% 37 S.F./ 8% E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 N O I T C E T O R P E E R T Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A005 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM Tree&NaturalAreaPreservationTheCityofAustinTreeandNaturalAreaPreservationcodeisbasedonthefundamentalpreceptsofsoundurbanforestmanagement.Proposeddevelopmentprojectsareevaluatedonacase-by-case(andtree-by-tree)basis,whichentailsevaluatingtheexistingtreeresourcesonasite,understandingthedynamicsoftreesanddevelopmentimpacts,andnegotiatingasolutionthatresultsinadevelopmentwithabalancedmixtureoftreespeciesandage.Thegoalofeachreviewistoassurethat,throughacombinationofpreservationandre-forestation,afinalproductisachievedwhichresultsinadiversifiedandsustainableurbanforest.Trees19inchesindiameter(60inchesincircumference)andgreaterareclassifiedas"protectedsize"andreceiveenhancedpreservationevaluation.Protectedtreesrequireapermittoremovethem,impactthecriticalrootzone(i.e.utilitytrench,sidewalk,driveway,irrigationlines,foundation),orremovemorethan30%ofthecanopy.◄TreeProtectionInordertoassurethattreesareadequatelypreserved,treeprotectionfencingisrequiredfortreeswithinthelimitsofconstruction.FencingshouldprotecttheentireCriticalrootzone(CRZ)area.Fencingisrequiredtobechain-linkmeshataminimumheightoffivefeet.A6-inchlayerofmulchwithintheentireavailablerootzoneareaisrequiredfortreeswhichhaveanydisturbanceindicatedwithinanyportionofthecriticalrootzone.TrunkMeasurements►Diametersoftreetrunksaremeasuredat4½feetabovegrade.Ifthetreeisonaslope,measurefromthehighsideoftheslope.Measureaboveorbelowunusualswellsinthetrunk.Todeterminethediameterofamulti-trunktree,measureallthetrunks;addthetotaldiameterofthelargesttrunkto½thediameterofeachadditionaltrunk.Formoreinformationvisitwww.ci.austin.tx.us/treesorcontacttheCityArboristat(512)974-1876orMichael.Embesi@ci.austin.tx.us.EnvironmentalCriteriaManualTreePreservationDesignCriteria◄ 3.5.2 Critical Root Zone Impacts–Atree'srootsystemrangeswellbeyondthedripline.TheCRZhasbeenestablishedtosetapracticallimitbeyondwhichanylossofrootswouldnothaveasignificantimpactonatree'ssurvival.Designconstraintsoftendictatethattreesslatedforpreservationhavesomeencroachmentontheircriticalrootzone.Weighingthisfactwithwhatappearstobeanacceptabledegreeofrisktomosttrees,thefollowingminimumdesigncriteria(maximumallowableimpacts)havebeenestablished:Aminimumof50%oftheCRZmustbepreservedatnaturalgrade,withnaturalgroundcover,andNocutorfillgreaterthanfour(4)incheswillbelocatedclosertothetreetrunkthanthe½CRZ.Example:atreewitha20-inchdiametertrunkhasa20-footCRZ,anda10-foot½CRZ.CriticalRootZone(CRZ):Onefootfromthetreetrunkforeachdiameterinchoftrunksize.TE NT 1 TE NT 2 TE NT 3 601.75' ) T E P A R A P O T J D A G V A ( ' 1 5 . 2 2 E N I L Y T R E P O R P E N I L K C A B T E S 580.92' (HI ADJ) 579.24' (AVG ADJ) 577.55' (LO ADJ) 575.17' E N I L K C A B T E S E N I L Y T R E P O R P ) F O O R X A M O T J D A G V A ( ' 1 3 . 9 586.42' 576.67' 577.94' (HI ADJ) 577.11' (AVG ADJ) 576.28' (LO ADJ) E N I L Y T R E P O R P E N I L K C A B T E S 582.75' T E N T E T E T 1 N N T 3 T 2 601.75' E N I L K C A B T E S ) T E P A R A P O T J D A G V A ( ' 1 5 . 2 2 E N I L Y T R E P O R P 581.17' 580.92' (HI ADJ) 579.24' (AVG ADJ) 577.55' (LO ADJ) 5 WEST SITE ELEVATION SCALE: 1/8" = 1'-0" 4 EAST SITE ELEVATION SCALE: 1/8" = 1'-0" 586.42' ) F O O R X A M O T J D A G V A ( ' 1 3 . 9 E N I L K C A B T E S E N I L Y T R E P O R P 576.67' 3 SOUTH SITE ELEVATION SCALE: 1/8" = 1'-0" 578.07' (TENT 3 HI) 577.94' (HI ADJ) 577.11' (AVG ADJ) 576.28' (LO ADJ) 579.60' (TENT 2 HI() E N I L Y T R E P O R P E N I L K C A B T E S 0 0 . 5 2 E N I L D L I U B 2 NORTH SITE ELEVATION SCALE: 1/8" = 1'-0" 581.17' 580.06' 577.99' 601.75' E N I L D L I U B E N I L K C A B T E S 0 0 . 5 2 ) T E P A R A P O T J D A G V A ( ' 1 5 . 2 2 581.37' (TENT 1 HI) 580.92' (HI ADJ) 579.24' (AVG ADJ) 577.55' (LO ADJ) E N I L Y T R E P O R P 582.75' 601.75' ) T E P A R A P O T J D A G V A ( ' 1 5 . 2 2 580.92' (HI ADJ) 579.24' (AVG ADJ) 577.55' (LO ADJ) 576.29' E N I L K C A B T E S ) F O O R X A M O T J D A G V A ( ' 1 3 . 9 586.42' E N I L Y T R E P O R P 577.94' (HI ADJ) 577.11' (AVG ADJ) 576.28' (LO ADJ) 575.17' E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A006 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM 1804 BRACKENRIDGEBUILDING AND SITE AREALOT SIZE6302SITE DEVELOPMENT INFORMATION (APPLICATION PAGE 2)EXISTINGNEWTOTALBLDG 1BLDG 2BLDG 1BLDG 2UNIT AUNIT BA) 1ST FLOOR CONDITIONED AREA121712170B) 2ND FLOOR CONDITIONED AREA130013000C) 3RD FLOOR CONDITIONED AREA00D) BASEMENT00E) GARAGE (ATTACHED)00 GARAGE (DETACHED)4500450 CARPORT (ATTACHED)00 CARPORT (DETACHED)00F) COVERED PATIO, DECK, PORCH AND/OR BALCONY2772770G) OTHER COVERED OR ROOFED AREA (STRUCTURE ON ADJACENT PROPERTY)00H) UNCOVERED WOOD DECK1891890TOTAL BUILDING AREA2983450I) POOL2812810J) SPA00K) REMODELED FLOOR AREA, EXCLUDING ADDITION/ NEW CONSTRUCTION1016 MAXTOTAL BUILDING COVERAGESQUARE FEET:1944% OF LOT SIZE:30.85%SURPLUS BUILDING COVERAGE576.8TOTAL IMPERVIOUS COVERAGESQUARE FEET:2731.5% OF LOT SIZE:43.34%SURPLUS I.C.104.4SUBCHAPTER F: GROSS FLOOR AREA (APPLICATION PAGE 3)EXISTING S.F.TOTAL S.F.1ST FLOOR01217N/A12172ND FLOOR01300N/A13003RD FLOOR00N/A0AREA W/ CEILINGS > 15'00FOLLOW 3.3.50GROUND FLOOR PORCH02772770BASEMENT00FOLLOW 3.3.3BATTIC00FOLLOW 3.3.3C00GARAGE (ATTACHED)0020000GARAGE (DETACTCHED)0450450/2004500CARPORT (ATTACHED00450/20000CARPORT (DETACHED)0045000TOTAL GROSS FLOOR AREA2517(TOTAL GROSS FLOOR AREA / LOT AREA) X 10039.94%SURPLUS F.A.R.3.8CALCULATION AID (APPLICATION PAGE 7)EXISTING S.F.TOTAL S.F.A) 1ST FLOOR CONDITIONED AREA012171217B) 2ND FLOOR CONDITIONED AREA013001300C) 3RD FLOOR CONDITIONED AREA000D) BASEMENT000E) GARAGE (ATTACHED)000 GARAGE (DETACHED)0450450 CARPORT (ATTACHED)000 CARPORT (DETACHED)000G) COVERED WOOD DECKS 0H) COVERED PATIOS0277277I) COVERED PORCH0J) BALCONY0K) OTHER0TOTAL BUILDING AREA032443244TOTAL BUILDING COVERAGE019441944L) DRIVEWAY230230M) SIDEWALKS133133M) UNCOVERED PATIO0N) UNCOVERED PATIO2132130) UNCOVERED WOOD DECKS (COUNTED AT 50%)018994.5P) AC PADS AND OTHER CONCRETE FLATWOORK1818Q) OTHER (STRUCTURE ON ADJACENT PROPERTY: 32; POOL COPING: 67)326799TOTAL SITE IMPERVIOUS COVERAGE3227942731.5Q) POOLS0281281S) SPANEW/ADDEDS.F.PROPOSEDEXEMPTIONAPPLIEDEXEMPTIONFULLPORCH/200S.F.NEW/ADDEDS.F.R 15' R 15' " 6 - ' 9 " 4 - ' 3 2 A/E O.H. LINE EXHIBIT SCALE: 1/4" = 1'-0" E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 E N I L H O E A Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A007 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM 2"9' 6"7'23' 4"XXXXXX-XXXXXX-XXBRANDING LOCATION15'7' 6"15'10'GROUND40'12' 6"15'NOTE - RADIUS OF PRIMARY ANDNEUTRAL CLEARANCE MAYCHANGE DUE TO POLE EQUIPMENTIE. TRANSFORMERNOTE - DIAGRAM REFLECT'S AE 2020STANDARDSNEUTRAL RADIUSPRIMARY RADIUSNeutralBUILDING HEIGHT @7' 6" & 12' 6" AWAY FROM POLE40' POLEOUT OF AE CLEARANCESCALE - NTSDATE - 6-15-2021TYPICAL SINGLE PHASE LINE WITH15 FOOT BUILDING CLEARANCE FROMNEAREST ENERGIZED EQUIPMENT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 10 / 20 / 20 22 , 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/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:57 AM 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 P1 PARTITION SCALE: 1 1/2"= 1'-0" W1 WALL SCALE: 1 1/2"= 1'-0" A D D IT IO NA L NO T ES : 1. HA ND R A IL S W IL L BE P R O V ID ED ON NO T L ESS T HA N O NE S IDE OF EA C H C O NT INUO US R UN OF T R EA DS O R F L IGHT W IT H F O UR O R MO R E R IS ER S . 2. HA ND R A IL HEIGHT , ME A S UR E D V ERT ICA L L Y F R O M T HE S L O P ED PL A N A D JO INING T HE T R EA D NO S ING, O R F INIS H S UR F A C E OF R A MP SL OE, S HA 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 INR A IL S F OR STAIRWAYS S HA L L BE C O NT INUO US F OR T HE F UL L L E NGT H OF T HE FLIGHT, F R O M A P O INT DIRECT L Y A BOV E T HE T OP R IS ER OF T HE F L IGHT TO A P O INT DIRECT L Y A BOV E T HE L O W ES T R IS ER OF T HE FLIGHT. HA ND R A IL E ND S S HA L L BE R E T UR NE D O R S HA L L T ER MINA T E IN NE W E L POS T S O R SA F ET Y T ER MINA L S . HA ND R A IL S A D JA C ENT TO A WA LL S HA 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 NDR A IL S . 4. HA ND R A IL S SHA L L HA VE A C IR C UL A R C R O S S S EC T ION A ND SHA L L HA VE A N O UT S ID E DIA MA T ER OF NO T L ESS T HA N 1 1/ 4” A ND NO T GR EA T ER T HA N 2” G UA R D S : 1. GUA R D S S HA L L BE L OCA T ED A L O NG O P E N- S ID E D W A L K ING S UR F A C ES THAT A RE L OCA T ED MO R E T HA N 30” ME A S UR E D V ERT ICA L L Y TO T HE F L OOR O R GR A D E B E L 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 E N SIDE. INS E C T S C R E E NING S HA 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 S HA 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 L L Y A BOV E T HE A D JA C ENT W A L K ING S UR F A C E O R T HE L INE C O NNE C T ING T HE L EA D ING E D GE S OF T HE T R EA DS. 3. R E Q UIR E D GUA R D S S HA L L NO T HA VE O P E NIGNS F R O M T HE W A L K ING S UR F A C E TO T HE R E Q UIR E D GUA R D HE IGHT THAT A L L OW PA S S A 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 ID E S MO K E A L A RMS. S MO K E A L A R MS TO BE HA R D W IR ED, INT E R C O NNE C T E D , BA T T ERY BACKUP, AT EA C H S L EEP ING R O O M A ND IMMEDIA T E C O M M O N A R EA O UT S ID E OF S L 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 BA T HR O O M W IT H A T UB O R S HO W E R EX C EP T 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 C H A DDIT IONA L S T OR Y 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 R MS IN EX IS T ING A R EA S S HA L L NO T BE R E Q UIR E D W HE R E A L T ERA T IONS/ REPA IRS D O NO T R ESUL T IN R EMOV A L OF INT ER IO R WA LL O R C EIL ING F INIS HES E X P O S ING T HE S T 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 R MS TO BE HA R D W IR ED W IT H BA T T ERY BACKUP, INST A L L ED O UT S ID E OF EA C H SEPA RA T E S L EEP ING A R EA IN T HE IMMEDIA T E V ICINIT Y OF HE B E D R O O MS IN D W EL L ING UNIT S W IT HIN W HIC H FUEL - V ISIT A BL IT Y ST A NDA R DS V ISIT A BL E BA T HS L IGHT S W IT CHES / R ECEP T A CL ES A ND E NV IR O NME NT A L C O NT R O L S ) X A M ( " 2 / 1 - ' 4 ) . I N M ( " 5 1 ) E F F E V O B A L C ( " 0 1 - ' 2 30" 32" VISITABLE BATHROOM DOOR. CLEAR DIMENSIONS 2X6 OR LARGER WD BLOCKING INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS, EXPCT FOR THE PORTION F THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY MAXIMUM HEIGHT FOR LIGHT SWITCHES AND ENVIRONMENT AL CONTROLS MINIMUM HEIGHT FOR UTLETS AND RECEPTACLES , EXCEPT FLOOR OUTLETS AND RECEPTACLES VISITABLE ENTRANCE DOOR. CLEAR DIMENSIONS V ISIT A BL E E NT R A NC E EX T ER IOR V ISIT A BL E R UT E VISITABLE ENTRANCE TO BE NO-STEP WITH A BEVELEDD THRESHOLD OF ONEHALF INCH OR LESS S S O R C X A M % 2 E P O L S PATH OF TRAVEL A VISITABLE ENTRANCE MUST HAVE AT LEST ONE VISITABLE ROUTE WITH A CROSS SLOPE OF NO GREATER THAN 2% THAT ORIGINATES FROM A GARAGE, DRIVEWAY, PUBLIC STREET, OR PUBLIC SIDEWALK. A RAMP INCLUDED IN AN EXTERIOR VISITABLE ROUTE MUST COMLY WITH THE RESIDENTIAL CODE E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 D N A S N O I T A C I F I C E P S S E L U D E H C S Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A008 577'-9" " 2 / 1 1 1 - ' 1 3 " 2 / 1 1 PARTIALLY C O V E R E D PA T IO ) . P Y T ( " 2 / 1 5 66'-9" 50'-8" " 2 / 1 1 P R INCIP L E S T R UCT UR E 581'-9" 5'-111/2" PARTIALLY C O V E R E D PA T IO " 2 / 1 1 " 0 1 - ' 1 2 " 2 / 1 1 1 - ' 1 3 " 2 / 1 1 - ' 7 1 " 2 / 1 8 - ' 4 " 1 - ' 0 1 " 1 - ' 0 1 NO STEP THREASHOLD I S E R A V SL OP E D O W N 10'-11/2" 7" 7" 7" 7" 7" W O O D D E C K 7" 7" N I S E R A V " 0 - ' 1 " 6 - ' 1 1 " 2 / 1 3 - ' 7 " 0 - ' 1 " 2 / 1 1 - ' 0 1 " 0 - ' 1 " 2 / 1 7 - ' 5 1 " 2 / 1 2 - ' 5 " 2 / 1 1 - ' 1 1 " 2 / 1 9 - ' 0 2 W O O D D E C K SL OP E D O W N 20'-91/2" ARCHITECTURAL FOUNDATION PLAN SCALE: 1/4" = 1'-0" NOT E: F O UND A T IO N M US T BE D E S IG NE D BY A T EX A S R EGIST ER ED ST R UCT UR A L ENG INEER . 1'-0" 9'-11/2" 14'-4" 11'-81/2" 19'-91/2" 4'-10" 3'-21/2" 2'-9" 66'-9" E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 O I T A D N U O F L A R U T C E T I H C R A N A L P Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A009 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:58 AM 20'-91/2" 18'-41/2" 2'-5" 21'-6" 53'-31/2" 3'-4" 21'-81/2" 4'-11/2" 34'-101/2" 13'-81/2" 4'-81/2" F PANTRY " 2 / 1 1 1 - ' 5 " 1 - ' 4 " 2 / 1 - ' 6 D 2'-8" 6'-8" 5'-6" 9'-41/2" 71/2" 18'-1" 6 5 4 3 2 1 G* ' 2 ' 6 Sill 1' N W O D A015 2 98'-11" DW RG 16'-6" KITCHEN 8'-0" Sill 0" ' 1 1 ' 8 " 0 - ' 4 " 6 - ' 4 " 2 / 1 7 - ' 8 " 2 / 1 9 - ' 4 " 2 / 1 0 1 - ' 1 DINING Sill 1' ' 2 ' 6 G* Sill 1' ' 2 ' 6 G* G* ' 2 ' 6 Sill 1' " 2 / 1 4 - ' 9 1 " 2 / 1 5 - ' 1 " 0 l l i S 11' 8' D* " 8 - ' 2 LIVING 2'-8" 2'-8" 6'-8" 6'-6" " 0 1 - ' 5 D D " 8 - ' 2 " 8 - ' 6 POWDER " 8 - ' 2 " 4 - ' 5 2'-8" 4'-10" E 3' 6'-8" 3'-21/2" 2'-9" H H ' 2 ' 6 ' 2 ' 6 Sill 1' Sill 1' Sill 1' ' 2 ' 6 G* Sill 1' ' 2 ' 6 G* " 1 - ' 1 3 2 4 1 0 A " 2 / 1 7 - ' 8 " 1 - ' 8 " 2 / 1 3 - ' 2 " 2 / 1 4 - ' 7 " 2 / 1 8 - ' 6 1 " 2 / 1 8 - ' 4 " 8 - ' 9 2'-8" " 7 - ' 4 1 A 10' 8' 4'-1/2" " 4 - ' 8 " 0 1 - ' 6 " 2 / 1 4 - ' 2 " 5 - ' 2 " 2 / 1 5 - ' 5 " 8 - ' 5 " 2 - ' 5 1 " 2 / 1 9 - ' 4 " 2 / 1 1 - ' 1 1 GARAGE 20'-21/2" " 2 / 1 2 - ' 0 2 8'-5" 5'-111/2" H H PATIO D* H H 3' 6'-8" E ' 2 ' 6 ' 2 ' 6 ' 2 ' 6 ' 2 ' 6 4'-0" Sill 1' Sill 1' Sill 1' Sill 1' 12'-81/2" " 1 1 - ' 8 C 9' 5' ' 2 l l i S " 2 / 1 1 - ' 1 1 OFFICE " 2 / 1 - ' 1 1 DECK E ' 3 " 8 - ' 6 12'-31/2" 10'-31/2" " 6 - ' 8 1 POOL 13'-3" 15'-21/2" 20'-91/2" 20'-41/2" 27'-2" 27'-10" 2'-9" 3'-0" 3'-71/2" 3'-10" 3'-51/2" 5'-7" 5'-8" 2'-1/2" 2'-7" 8'-61/2" 10'-9" 3'-11" 2'-1/2" " 8 - ' 0 1 " 2 / 1 5 - ' 1 3 4 1 0 A 3 " 2 / 1 9 - ' 0 2 B 17' 7' " 5 - ' 0 1 " 2 / 1 4 - ' 0 1 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 8'-0" A FF 3 A015 98'-11" DOOR ELEVATIONS ELEVATION Nominal W x H Size 10'-0"×8'-0" 17'-0"×7'-0" 2'-6"×6'-8" 2'-8"×6'-8" 3'-0"×6'-8" 4'-0"×6'-8" Element ID Quantity A 1 B 1 C 3 D 11 E 3 F 1 DESCRIPTION EXTERIOR SLIDING DOOR. FINISH PER OWNER SPEC. GARAGE DOOR. FINISH PER OWNER SPEC. INTERIOR WOOD DOOR. FINISH PER OWNER SPEC. INTERIOR WOOD DOOR. FINISH PER OWNER SPEC. MUST COMPLY WITH VISITABILITY STANDARDS. EXTERIOR WOOD DOOR. FINISH PER OWNER SPEC. MUST COMPLY WITH VISITABILITY STANDARDS POCKET DOOR. FINISH PER OWNER SPEC. /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:58 AM E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A010 A015 2 ' 9 ' 6 Sill 1' MASTER CLOSET 15'-10" Sill 5' ' 5 ' 2 B F* 9' 6' ' 1 l l i S " 2 / 1 7 - ' 4 " 2 / 1 5 - ' 7 1 " 9 - ' 1 3 " 1 - ' 2 2 " 8 - ' 9 5'-1/2" J* 22'-6" 11'-6" 16'-1/2" E* 3'-1" 58'-11/2" F* ' 9 ' 6 Sill 1' 2'-8" 6'-8" D P U 5'-41/2" 12'-6" E* ' 4 ' 2 Sill 5' / D W 9'-41/2" F LAUNDRY ' 4 " 8 - ' 6 " 7 - ' 4 MECH/STOR D " 8 - ' 2 " 8 - ' 6 D " 8 - ' 2 " 8 - ' 6 5'-41/2" 4'-0" 5'-1" D 2'-8" 6'-8" BATH 9'-1" ' 4 ' 2 Sill 5' " 2 / 1 0 1 - ' 2 " 1 - ' 6 C 2'-6" 6'-8" " 2 / 1 1 1 - ' 3 1 " 2 / 1 4 - ' 7 " 1 1 - ' 4 " 2 / 1 - ' 4 " 2 / 1 4 - ' 6 Sill 4' ' 2 ' 3 A* " 2 / 1 4 - ' 2 1 2'-6" 6'-8" C BATH C " 0 - ' 6 2'-6" 6'-8" 9'-3" 3'-41/2" 12'-41/2" " 2 / 1 4 - ' 2 1 BR Sill 1' ' 9 ' 6 J* " 2 / 1 4 - ' 4 " 6 - ' D 3 D 2'-8" 6'-8" 2'-8" 6'-8" " 3 - ' 4 D 2'-8" 6'-8" 4'-71/2" 2'-8" 6'-8" D " 2 / 1 7 - ' 4 " 2 / 1 5 - ' 7 1 " 2 / 1 7 - ' 4 BR 12'-1" Sill 1' ' 9 ' 6 J* " 9 - ' 1 3 ' 1 l l i S 9' 6' F* 2 4 1 0 A 10/20/2022 FA CE OF F R A MING BEL OW 8'-21/2" 14'-3" 18'-9" 4'-71/2" 19'-91/2" 10'-91/2" 58'-11/2" 12'-31/2" 27'-61/2" 3 A015 WINDOW ELEVATIONS ELEVATION Element ID Quantity A* 1 B 1 C 1 D* 2 E* 2 F* 3 G* 6 H 6 J* 3 Nominal W x H Size 2'-0"×3'-0" 5'-0"×2'-0" 9'-0"×5'-0" 11'-0"×8'-0" 4'-0"×2'-0" 9'-0"×6'-0" 2'-0"×6'-0" 2'-0"×6'-0" 9'-0"×6'-0" DESCRIPTION CASEMENT WINDOW. FINISH PER OWNER SPEC. TEMPERED. FIXED LITE WINDOW. FINISH PER OWNER SPEC. FIXED LITE WINDOW. FINISH PER OWNER SPEC. FIXED LITE WINDOW. FINISH PER OWNER SPEC. TEMPERED. CASEMENT WINDOW. FINISH PER OWNER SPEC. TEMPERED. CASEMENT WINDOW. FINISH PER OWNER SPEC. TEMPERED. CASEMENT WINDOW. FINISH PER OWNER SPEC. TEMPERED. OPENING IN BRICK WALL. FIXED/CASEMENT WINDOW. MUST INCLUDE AT LEAST ONE OPERABLE LITE COMPLYING WITH EGRESS REQUIREMENTS. FINISH PER OWNER SPEC.TEMPERED. E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 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 Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A011 GA R A GE R O O F L INE 4 1 0 A 3 PROPOSED SECOND 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 8'-0" A FF /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:58 AM A D D IT IO NA L NO T ES : 1. HA ND R A IL S W IL L BE P R O V ID ED ON NO T L ESS T HA N O NE S IDE OF EA C H C O NT INUO US R UN OF T R EA DS O R F L IGHT W IT H F O UR O R MO R E R IS ER S . 2. HA ND R A IL HEIGHT , ME A S UR E D V ERT ICA L L Y F R O M T HE S L O P ED PL A N A D JO INING T HE T R EA D NO S ING, O R F INIS H S UR F A C E OF R A MP SL OE, S HA 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 INR A IL S F OR STAIRWAYS S HA L L BE C O NT INUO US F OR T HE F UL L L E NGT H OF T HE FLIGHT, F R O M A P O INT DIRECT L Y A BOV E T HE T OP R IS ER OF T HE F L IGHT TO A P O INT DIRECT L Y A BOV E T HE L O W ES T R IS ER OF T HE FLIGHT. HA ND R A IL E ND S S HA L L BE R E T UR NE D O R S HA L L T ER MINA T E IN NE W E L POS T S O R SA F ET Y T ER MINA L S . HA ND R A IL S A D JA C ENT TO A WA LL S HA 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 NDR A IL S . 4. HA ND R A IL S SHA L L HA VE A C IR C UL A R C R O S S S EC T ION A ND SHA L L HA VE A N O UT S ID E DIA MA T ER OF NO T L ESS T HA N 1 1/ 4” A ND NO T GR EA T ER T HA N 2” G UA R D S : 1. GUA R D S S HA L L BE L OCA T ED A L O NG O P E N- S ID E D W A L K ING S UR F A C ES THAT A RE L OCA T ED MO R E T HA N 30” ME A S UR E D V ERT ICA L L Y TO T HE F L OOR O R GR A D E B E L 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 E N SIDE. INS E C T S C R E E NING S HA 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 S HA 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 L L Y A BOV E T HE A D JA C ENT W A L K ING S UR F A C E O R T HE L INE C O NNE C T ING T HE L EA D ING E D GE S OF T HE T R EA DS. 3. R E Q UIR E D GUA R D S S HA L L NO T HA VE O P E NIGNS F R O M T HE W A L K ING S UR F A C E TO T HE R E Q UIR E D GUA R D HE IGHT THAT A L L OW PA S S A 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 ID E S MO K E A L A RMS. S MO K E A L A R MS TO BE HA R D W IR ED, INT E R C O NNE C T E D , BA T T ERY BACKUP, AT EA C H S L EEP ING R O O M A ND IMMEDIA T E C O M M O N A R EA O UT S ID E OF S L 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 BA T HR O O M W IT H A T UB O R S HO W E R EX C EP T 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 C H A DDIT IONA L S T OR Y 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 R MS IN EX IS T ING A R EA S S HA L L NO T BE R E Q UIR E D W HE R E A L T ERA T IONS/ REPA IRS D O NO T R ESUL T IN R EMOV A L OF INT ER IO R WA LL O R C EIL ING F INIS HES E X P O S ING T HE S T 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 R MS TO BE HA R D W IR ED W IT H BA T T ERY BACKUP, INST A L L ED O UT S ID E OF EA C H SEPA RA T E S L EEP ING A R EA IN T HE IMMEDIA T E V ICINIT Y OF HE B E D R O O MS IN D W EL L ING UNIT S W IT HIN W HIC H FUEL - A B C X A V P 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 F SUR FA CE M O UNT E D FL OUR . FIX T UR E S W IT C H F C EIL ING FA N S P US H BUT T ON SW IT CH C O M B O L IGHT / FA N D S M C P U P T O S W IT CH B E L O W / D W A LAUNDRY F MASTER A D S M C A A MECH/STOR A A BATH V V A A D S M C D S M C BR F BR F CLOSET A A BATH A A V V PROPOSED SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" DECK X RG F PANTRY A T O L IG HT A B O V E D S M C N W O D A A A A A 6 5 4 3 2 1 X X D S M C DW P KITCHEN P X PATIO A A A A A C DINING LIVING A A A X POWDER A POOL A A OFFICE GARAGE F F PROPOSED FIRST FLOOR ELECTRICAL PLANS SCALE: 1/4" = 1'-0" /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:58 AM E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 L A C R T C E L E I Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A012 N 2 1 : 4 / 1 2 1 : 4 / 1 FA CE OF F R A M ING ROOF PLAN SCALE: 1/4" = 1'-0" S C UP P E R PA R A PET S C UP P E R S C UP P E R 1/ 4 : 12 1/ 4 : 12 1/ 4 : 12 1/ 4 : 12 1/ 4 : 12 1/ 4 : 12 1/ 4 : 12 1/ 4 : 12 2 1 : 4 / 1 W03 2' by 3' 2 1 : 4 / 1 W03 2' by 3' W03 2' by 3' 2 1 : 4 / 1 2 1 : 4 / 1 1/ 4 : 12 PA R A PET E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 Project #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A013 /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:58 AM 1 2 3 1 3 3 2 2 A014 EAST ELEVATION SCALE: 1/4" = 1'-0" EXTERIOR ELEVATION CODED NOTES: 1_ STUCCO PER OWNER SPEC. 2_ BRICK PER OWNER SPEC. 3_VERTICAL OR BOARD AND BATTEN CEMENTITIOUS FIBERBOARD, PAINTED PER OWNER SPEC. EXTERIOR ELEVATION GENERAL NOTES: 1 3 3 2 3 2 2 3 20'(PARAPET) 19' (TOP OF STRUCTURE) 17'-6"(CH) 16'-6"(WINDOW HEAD) 9'-6"(FFE) 8'(WINDOW HEAD/CH) 6'-8"(DOOR HEAD) 0"(FFE) 20'(PARAPET) 19' (TOP OF STRUCTURE) 17'-6"(CH) 16'-6"(WINDOW HEAD) 9'-6"(FFE) 8'(DOOR HEAD/CH) 7'(WINDOW HEAD) 6'-8"(DOOR HEAD) 4'(CH/PLT HT) 3'(DOOR HEAD) 0"(FFE) -4'(FFE) E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A014 VIEW FROM NE SCALE: 1/8" = 1'-0" VIEW FROM SE SCALE: 1/8" = 1'-0" /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:58 AM 3 A014 WEST ELEVATION SCALE: 1/4" = 1'-0" 1 1 2 2 A015 NORTH ELEVATION SCALE: 1/4" = 1'-0" 3 2 3 A015 SOUTH ELEVATION SCALE: 1/4" = 1'-0" /Users/mickeypeavler/Desktop/ATXA/PROJECTS/2022/220700 - 220709/220702 - BRACKENRIDGE/220702 - ARCHICAD/220702 - 10192022.pln | Ver. 2015 | Monday, October 24, 2022 | 9:58 AM 2 3 EXTERIOR ELEVATION CODED NOTES: 1_ STUCCO PER OWNER SPEC. 2_ BRICK PER OWNER SPEC. 3_VERTICAL OR BOARD AND BATTEN CEMENTITIOUS FIBERBOARD, PAINTED PER OWNER SPEC. EXTERIOR ELEVATION GENERAL NOTES: 1 2 2 1 20'(PARAPET) 19' (TOP OF STRUCTURE) 17'-6"(CH) 16'-6"(WINDOW HEAD) 9'-6"(FFE) 8'(WINDOW HEAD/CH) 7'(WINDOW HEAD) 4'(CH/PLT HT) 2'-8"(DOOR HEAD) 0"(FFE) -4'(FFE) 20'(PARAPET) 19' (TOP OF STRUCTURE) 17'-6"(CH) 16'-6"(WINDOW HEAD) 9'-6"(FFE) 8'(WINDOW HEAD/CH) 7'(WINDOW HEAD) 4'(CH/PLT HT) 0"(FFE) -4'(FFE) E C N E D I S E R E G D R N E K C A R B I S A X E T , N I T S U A I , E G D R N E K C A R B 4 0 8 1 ATX ARCHITECTS p.o. box 81002, austin, tx 78708 512.809.0406 www.atxarchitects.com 10/20/2022 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 #: 220702 Date: 10/20/2022 Drawn: EMP Chkd: EMP Sheet Number A015