B.6 - 3802 Avenue G - Plans — original pdf

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ALDRIDGE ARCHITECTURE GIST E E R L E O J R E D AR L. DLA R C H I T E C T I D G E S T 27839 A T E FO SA X E T 2020.03.11 joel.aldridge.architect@gmail.com 512-940-7068 1 5 7 8 7 X T , I N T S U A G . E V A 2 0 8 3 m o T & r e m m u S r o f M O O R C S U M a I issue: PERMIT 2020.03.11 9 3 8 7 2 # E A B T , I E G D R D L A . L L E O J . N O E R E H R A E P P A E T A D D N A , E R U T A N G S I , ' L A E S S T C E T I H C R A S S E L N U S E S O P R U P N O I T C U R T S N O C R O T I M R E P R O F T O N . I W E V E R M R E T N I I R O F S I I S H T . I I I S N O I T A C F C E P S D N A S G N W A R D H T O B F O T S S N O C S T N E M U C O D N O I T C U R T S N O C I @ AC ADJ AFF AFG ALT ALUM ANOD APPROX ARCH ATTN AV BLDG BLKG BM BO BOT CAB CL CLG CLR CNTR CONC CONT CPT CTR DBL DEMO AT AIR CONDITIONING ADJACENT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ALTERNATE ALUMINUM ANODIZED APPROXIMATE ARCHITECTURAL ATTENTION AUDIOVISUAL BUILDING BLOCKING BEAM BOTTOM OF BOTTOM CABINET CENTERLINE CEILING CLEAR COUNTER CONCRETE CONTINUOUS CARPET CENTER DOUBLE DEMOLISH OR DEMOLITION DIM(S) DN DRN DS DTL DW DWG CMU EA ELEC ELEV EP EQ EQUIP EXH EXIST EXT FA FD FLR FND FO FT FTG GA GALV GC GLS DIMENSION(S) DOWN DRAIN DOWNSPOUT DETAIL DISHWASHER DRAWING CONCRETE MASONRY UNIT EACH ELECTRICAL ELEVATION ELECTRICAL PANEL EQUAL EQUIPMENT EXHAUST EXISTING EXTERIOR FIRE ALARM FLOOR DRAIN FLOOR FOUNDATION FACE OF FEET/FOOT FOOTING GAUGE GALVANIZED GENERAL CONTRACT(OR) GLASS ABBREVIATIONS GRND GWB HB HGT HM HNDRL HORIZ HR HTG HVAC HW IN INSUL INT LAM LB MAS MAX MECH MEMBR MFR MIN MISC MR MTL NA NIC GROUND GYPSUM WALL BOARD HOSE BIB - FROST FREE HEIGHT HOLLOW METAL HANDRAIL HORIZONTAL HOUR HEATING HEATING VENTILATION AND AIR CONDITIONING HOT WATER INCH/INCHES INSULATED OR INSULATION INTERIOR LAMINATE POUNDS MASONRY MAXIMUM MECHANICAL MEMBRANE MANUFACTURER MINIMUM MISCELLANEOUS MOISTURE RESISTANT METAL NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NO NOM NON COMB NON COMBUSTIBLE NTS OC OH OPNG PLAM PLAS PLYWD PSF PT PTD PVC QTY RCP REF REQ REV RM RSR SCHED SECT SF SHR SHT SIM SPEC NOT TO SCALE ON CENTER OVERHEAD OPENING PLASTIC LAMINATE PLASTER PLYWOOD POUNDS PER SQUARE FOOT PRESSURE TREATED PAINTED POLYVINYL CHLORIDE QUANTITY REFLECTED CEILING PLAN REFERENCE REQUIRE/REQUIRED REVISION/REVISED ROOM RISER SCHEDULE SECTION SQUARE FEET/FOOT SHOWER SHEET SIMILAR SPECIFIED OR SPECIFICATION SQ SS STL STOR STRUCT T T&B T&G T.O. TLT TMPD TOB TS TYP UNO VAR VCT VERT VEST VIF VR W/ W/O WC WD WIN WP WPM SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURE OR STRUCTURAL TREAD TOP AND BOTTOM TONGUE AND GROOVE TOP OF TOILET TEMPERED TOP OF BEAM TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE VARIES VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VAPOR RETARDER WITH WITHOUT WATER CLOSET WOOD WINDOW WATERPROOF/WATERPROOFING WATERPROOF MEMBRANE EXISTING EXISTING EXISTING EXISTING Conditioned Existing House Unconditioned Unconditioned - Covered 272 SF 3731 SF 5114 SF TOTAL EXISTING Building Area Total Building Coverage: TOTAL Impervious Cover BUILDING PERMIT#: BUILDING PERMIT#: BUILDING PERMIT#: BUILDING PERMIT#: AREA CALCULATIONS SITE DEVELOPMENT INFO SITE DEVELOPMENT INFO SITE DEVELOPMENT INFO SITE DEVELOPMENT INFO NEWNEWNEWNEW TOTAL TOTAL TOTAL TOTAL 2276 SF New Accessory Structure 1188 SF 3464 SF 1183 SF New Wood Deck 467 SF A.000 A.100 A.101 A.200 A.300 A.301 A.400 COVER SHEET SITE PLAN SITE "TENTS" FLOOR PLAN ELEVATIONS ELEVATIONS SECTIONS 1650 SF 272 SF SHEET INDEX New Entry Deck Not Placed TOTAL FINAL Building Area 5385 SF TOTAL NEW Building Area 1654 SF GENERAL NOTES 5385 SF % OF LOT SIZE = 38.32% ZONING ZONING ZONING ZONING LEGAL DESCRIPTION LEGAL DESCRIPTION LEGAL DESCRIPTION LEGAL DESCRIPTION SF3 S 75FT LOT 21 SHADOW LAWN LOT SIZE LOT SIZE LOT SIZE LOT SIZE 13794 SF 1 2 3 PERFORM ALL WORK IN ACCORDANCE WITH THE CITY OF AUSTIN CODES, REGULATIONS & ORDINANCES. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF MISSING INFORMATION OR CONFLICTS IN DRAWING. STRUCTURAL ENGINEERING FOR ALL PARTS OF THIS PROJECT TO BE DESIGNED BY OTHERS. 4 MECH, ELEC, PLUMB, & FIRE PROTECTION ENGINEERING AS REQUIRED FOR PROJECT SHALL BE PROVIDED BY OTHERS & WILL REQUIRE COORDINATION WITH THE ARCHITECT. A.000 COVER SHEET 10' - 5 1/2" 36' - 7" 59' - 0 9/16" R 24' - 0" R 12' - 0" 24" PECAN N60°00'00"W 184.04' 5' SIDE SETBACK EXISTING DRIVEWAY 1059 SF " 6 1 / 7 1 1 - ' 1 1 " 0 - ' 1 4 EXISTING ELEC POLE NEW OVHD ELEC LINE NEW ELEC PANEL . . E U P . ' 6 K C A B T E S R A E R ' 0 1 ' . 0 0 5 7 ' W " 5 4 1 0 ° 0 3 S NEW ACCESSORY STRUCTURE 1188 SF FF @ 101' - 0" NEW WD DECK 467 SF FF @ 100' - 11" 23' - 4" 13' - 7" 36' - 11" 28" PECAN R 28' - 0" R 1 4 ' - 0 " NEW GRAVEL BED 99' - 6" 24" PECAN R 12' - 0" R 24' - 0" EXISTING OVHD ELEC LINE TO BE RE-ROUTED UNDERGROUND 30" RED OAK 0 " - R 1 5 ' 0 ' - 0 " R 3 5' SIDE SETBACK EXISTING ELEC PANEL DASHED LINE OF ROOF OVHG S59°56'46"E 184.10' COVERED PATIO 225 SF EXISTING EXISTING EXISTING EXISTING HOUSE HOUSE HOUSE HOUSE 2276 SF ENTRY PORCH 46 SF WM SIDEWALK 109 SF R 24' - 0" R 1 2' - 0" 24" PECAN ' . 7 1 5 7 ' E " 8 0 9 5 ° 9 2 N K C A B T E S T N O R F ' 5 2 " 2 ' - 0 R 1 R 2 4' - 0" 24" PECAN G G G G E E E E U U U U N N N N E E E E V V V V A A A A . . . . . . . . W W W W O O O O R R R R . . . . ' ' ' ' . . . . 2 2 2 2 9 9 9 9 3 3 3 3 5 5 5 5 AC 10 SF TREE PROTECTION NOTES TREE PROTECTION NOTES TREE PROTECTION NOTES TREE PROTECTION NOTES 1. 2. 3. 4. 5. PROVIDE TREE PROTECTION FENCING PER CITY OF AUSTIN REQUIREMENTS AND 8" MULCH GROUND COVER DURING CONSTRUCTION AROUND ALL TREES IN THE CONSTRUCTION AREA. PROVIDE BREATHABLE RUBBER MAT OVER 8" MULCH AT LOCATIONS WHERE TREE PROTECTION FENCING IS NOT POSSIBLE. WRAP 2X4 BOARDS AROUND TREE TRUNKS DURING CONSTRUCTION. ALL LIMBS AND TREE TRIMMING TO BE PERFORMED BY OWNER PROVIDED ARBORIST. ARBORIST NEEDS TO PROVIDE WRITTEN REPORT DESCRIBING IN DETAIL THE EXTENT OF THE PROPOSED CANOPY REMOVALS. ALL SOIL REMOVAL & DEMOLITION W/IN THE 1/4 CRZ TO BE DONE USING HAND TOOLS AND VERIFIED W/ OWNER/GC. NORTH PROJECT N O R T HT R U E 1 SITESITESITESITE SITE PLAN NOTES SITE PLAN NOTES SITE PLAN NOTES SITE PLAN NOTES 1" = 10'-0" PERFORM ALL WORK IN ACCORDANCE WITH CITY OF AUSTIN CODES, REGULATIONS & ORDINANCES. SITE PLAN IS DRAWN FROM INFORMATION ON SURVEY PROVIDED BY OWNER. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. EXISTING IMPROVEMENTS TO REMAIN, U.N.O. TAKE PRECAUTIONS TO MAINTAIN ALL EXISTING UTILITY SERVICES. TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. LANDSCAPING BY OTHERS. PROVIDE PVC PIPE SLEEVES BENEATH ALL PAVED SURFACES TO ACCOMMODATE LANDSCAPE LIGHTING, IRRIGATION & DRAINAGE. 1. 2. 3. 4. 5. 6. 7. 8. 9 3 8 7 2 # E A B T , I E G D R D L A . L L E O J . N O E R E H R A E P P A E T A D D N A , E R U T A N G S I , ' L A E S S T C E T I H C R A S S E L N U S E S O P R U P N O I T C U R T S N O C R O T I M R E P R O F T O N . I W E V E R M R E T N I I R O F S I I S H T . I I I S N O I T A C F C E P S D N A S G N W A R D H T O B F O T S S N O C S T N E M U C O D N O I T C U R T S N O C I ALDRIDGE ARCHITECTURE GIST E E R L E O J R E D AR L. DLA R C H I T E C T I D G E S T 27839 A T E FO SA X E T 2020.03.11 joel.aldridge.architect@gmail.com 512-940-7068 1 5 7 8 7 X T , I N T S U A G . E V A 2 0 8 3 m o T & r e m m u S r o f M O O R C S U M a I issue: PERMIT 2020.03.11 A.100 SITE PLAN 1'-0" 10" 1'-0" 10" FIXED WNDWS FIXED WNDWS " 6 - ' 3 " 6 - ' 4 " 0 - ' 8 New PLATE HT 111' - 0" 5' - 0" New T.O. Finish Floor 101' - 0" K C A B T E S E D I S T E N T 4 Q E Q E " 6 1 / 5 0 - ' 6 1 T H G D L B A O C K C A B T E S E D I S T E N T 4 E N I L T O L E D I S T H G R I E N I L T O L E D I S T F E L TENT 4 " 0 - ' 1 / " 2 / 1 7 TENT 4 " 0 - ' 1 / " 2 / 1 7 METAL ROOF PER OWNER'S SPEC VERTICAL CEDAR CLADDING WOOD DECK 12' - 0" FIXED WNDWS " 6 - ' 2 " 1 - ' 6 " 6 - ' 8 New PLATE HT 111' - 0" New T.O. Finish Floor 101' - 0" 1'-0" 10" 1'-0" 10" 11' - 0" FIXED WNDWS " 0 - ' 7 K C A B T E S E D I S T E N T 4 E N I L T O L E D I S T F E L METAL ROOF PER OWNER'S SPEC VERTICAL CEDAR CLADDING NEW ELEC PANEL WOOD DECK, BYND New PLATE HT 111' - 0" New T.O. Finish Floor 101' - 0" TENT 4 HIGH PT 100' - 0 1/4" AAG 99' - 3 3/8" 2 REAR (West) REAR (West) REAR (West) REAR (West) 1/4" = 1'-0" K C A B T E S E D I S T E N T 4 E N I L T O L E D I S T H G R I ° 0 5 . 0 4 Q E Q E " 6 1 / 5 0 - ' 6 1 T H G D L B A O C New PLATE HT 111' - 0" New T.O. Finish Floor 101' - 0" TENT 4 HIGH PT 100' - 0 1/4" AAG 99' - 3 3/8" 1 FRONT (East) FRONT (East) FRONT (East) FRONT (East) 1/4" = 1'-0" " 0 - ' 2 3 " 0 - ' 5 1 " 0 - ' 2 3 " 0 - ' 5 1 9 3 8 7 2 # E A B T , I E G D R D L A . L L E O J . N O E R E H R A E P P A E T A D D N A , E R U T A N G S I , ' L A E S S T C E T I H C R A S S E L N U S E S O P R U P N O I T C U R T S N O C R O T I M R E P R O F T O N . I W E V E R M R E T N I I R O F S I I S H T . I I I S N O I T A C F C E P S D N A S G N W A R D H T O B F O T S S N O C S T N E M U C O D N O I T C U R T S N O C I ALDRIDGE ARCHITECTURE GIST E E R L E O J R E D AR L. DLA R C H I T E C T I D G E S T 27839 A T E FO SA X E T 2020.03.11 joel.aldridge.architect@gmail.com 512-940-7068 1 5 7 8 7 X T , I N T S U A G . E V A 2 0 8 3 m o T & r e m m u S r o f M O O R C S U M a I issue: PERMIT 2020.03.11 A.300 ELEVATIONS  E N I L T O L R A E R K C A B T E S R A E R TENT 4 TENT 3 1'-0" 7 1/2" 1'-0" 7 1/2" " 0 - ' 1 / " 0 1 " 0 - ' 2 3 " 0 - ' 5 1 New PLATE HT 111' - 0" New T.O. Finish Floor 101' - 0" TENT 4 HIGH PT 100' - 0 1/4" AAG 99' - 3 3/8" METAL ROOF PER OWNER'S SPEC VERTICAL CEDAR CLADDING ELEC PANEL, BYND WOOD DECK 6' - 0" 6' - 0 3/4" SLIDING PATIO DOOR FIXED WNDWS " 0 - ' 7 " 6 1 / 5 0 - ' 6 1 T H G D L B A O C New PLATE HT 111' - 0" New T.O. Finish Floor 101' - 0" TENT 3 HIGH PT 99' - 7 1/2" AAG 99' - 3 3/8" 2 LEFT (South) LEFT (South) LEFT (South) LEFT (South) 1/4" = 1'-0" TENT 3 TENT 4 K C A B T E S R A E R E N I L T O L R A E R ° 0 5 . 0 4 METAL ROOF PER OWNER'S SPEC VERTICAL CEDAR CLADDING New PLATE HT 111' - 0" New T.O. Finish Floor 101' - 0" TENT 3 HIGH PT 99' - 7 1/2" AAG 99' - 3 3/8" 12' - 0" FIXED WNDWS " 6 1 / 5 0 - ' 6 1 T H G D L B A O C " 0 - ' 1 / " 0 1 " 6 - ' 2 " 6 - ' 4 " 0 - ' 7 " 0 - ' 2 3 " 0 - ' 5 1 New PLATE HT 111' - 0" New T.O. Finish Floor 101' - 0" TENT 4 HIGH PT 100' - 0 1/4" AAG 99' - 3 3/8" 1 RIGHT (North) RIGHT (North) RIGHT (North) RIGHT (North) 1/4" = 1'-0" 9 3 8 7 2 # E A B T , I E G D R D L A . L L E O J . N O E R E H R A E P P A E T A D D N A , E R U T A N G S I , ' L A E S S T C E T I H C R A S S E L N U S E S O P R U P N O I T C U R T S N O C R O T I M R E P R O F T O N . I W E V E R M R E T N I I R O F S I I S H T . I I I S N O I T A C F C E P S D N A S G N W A R D H T O B F O T S S N O C S T N E M U C O D N O I T C U R T S N O C I ALDRIDGE ARCHITECTURE GIST E E R L E O J R E D AR L. DLA R C H I T E C T I D G E S T 27839 A T E FO SA X E T 2020.03.11 joel.aldridge.architect@gmail.com 512-940-7068 1 5 7 8 7 X T , I N T S U A G . E V A 2 0 8 3 m o T & r e m m u S r o f M O O R C S U M a I issue: PERMIT 2020.03.11 A.301 ELEVATIONS