C.9.1 - 1512 Pease Rd - plans — original pdf

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EXISTING SQ. FT. NEW / ADDED SQ. FT. TOTAL SQ. FT. EXISTING SQ. FT. NEW / ADDED SQ. FT. TOTAL SQ. FT. SITE DEVELOPMENT INFORMATION (CITY OF AUSTIN) AREA DESCRIPTION Note: provide separate cal for each distinct area. Measurements are to outside surface of ext. wall 1ST FLOOR CONDITIONED AREA 2ND FLOOR CONDITIONED AREA BASEMENT COVERED PARKING (garage or carport) COVERED PATIO, DECK, AND/OR BALCONY AREAS UNCOVERED WOOD DECKS TOTAL BUILDING AREA POOL SPA REMODEL FLOOR AREA, EXCLUDING ADDITION / NEW CONSTRUCTION LOT SIZE: 7,784.02 SQ.FT. (0.179 ACRE) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1,561 1,332 N/A 530.8 117 N/A 3,540.8 450 N/A N/A SUB CHAPTER F GROSS FLOOR AREA (CITY OF AUSTIN) chapter 25-2 zoning EXISTING SQ. FT. NEW/ ADDED SQ. FT. PROPOSED EXEMPTION (check article utilized) APPLIED EXEMPTION SQ. FT. 1,561 1,332 N/A 530.8 117 450 N/A N/A N/A WATER METER 3,540.8 1ST FLOOR 2ND FLOOR AREA W/ CLG. > 15' GROUND FLOOR PORCH BASEMENT ATTIC GARAGE ATTACHED DETACHED ACCESSORY BUILDING TOTAL N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0 1,561 SQ. FT. 1,332 SQ. FT. 0 SQ. FT. 329 SQ. FT. 387 SQ. FT. 245 SQ. FT. N/A N/A N/A N/A 3,752.80 SQ. FT. 200 SQ. FT. 450 SQ. FT. 200 SQ. FT. 450 SQ. FT. 200 SQ. FT. 450 SQ. FT. FULL PORCH SQ. FT. 200 SQ. FT. 329 SQ. FT. 0 SQ. FT. 387 SQ. FT. 200 SQ. FT. N/A N/A N/A CARPORT ATTACHED 285.80 SQ. FT. 200 SQ. FT. 85.80 SQ. FT. TOTAL SQ. FT. 1,561 SQ. FT. 1,332 SQ. FT. 0 SQ. FT. 0 SQ. FT. 0 SQ. FT. 45 SQ. FT. N/A N/A N/A N/A 3,023.80 SQ. FT. (TOTAL GROSS FLOOR AREA / LOT AREA) x 100 = FLOOR -TO-AREA RATIO (FAR) 3,023.80 SQ. FT. / 7,784.02 SQ. FT.) x 100 = 38.8% (F.A.R.) BUILDING COVERAGE INFORMATION Note: Building coverage means the area of a lot covered by buildings or roofed areas, but excludes ground level paving, landscaping, open recreational facilities, incidental projecting eaves, balconies, and similar features. Pools, ponds and fountains are not included in this measurement. CONSTRUCTION NOTE: TOTAL BUILDING COVERAGE: 2,208.8 SQ.FT. % OF LOT SIZE: 28.4% IMPERVIOUS COVER INFORMATION Note: Impervious cover is the total horizontal area of covered spaces, paved areas, walkways, and driveways. The term excludes pools, ponds, fountains, and areas with gravel placed over pervious surfaces that are used only for landscaping or by pedestrians. For an uncovered wood deck that has drainage spaces between the deck boards and that is located over a pervious surface, 50 percent of the horizontal area o the deck is included in the measurement of impervious cover. TOTAL IMPERVIOUS COVER: 2,721.8 SQ.FT. % OF LOT SIZE: 40% 1. INSTALL FIREBLOCKING FROM WALL TOP PLATE TO UNDERSIDE OF THE ROOF SHEATHING. 2. SOFFIT OR GABLE VENT OPENINGS ARE NOT TO BE INSTALLED ALONG PROJECTIONS LESS THAN 5' FROM PROPERTY LINE. CALCULATION AID (CITY OF AUSTIN) AREA DESCRIPTION note: provide seprate cal for each distinct area. Measurements are to outside surface of ext. wall A) 1ST FLOOR CONDITIONED AREA B) 2ND FLOOR CONDITIONED AREA C) 3RD FLOOR CONDITIONED AREA D) BASEMENT E) ATTACHED COVERED PARKING(carport or garage) F) DETACHED COVERED PARKING(carport or garage) G) COVERED WOOD DECKS (counted @ 100%) H) COVERED PORCH I) COVERED PATIO Ja) BALCONY FRONT Jb) BALCONY REAR K) OTHER - (specify) TOTAL BUILDING AREA (T.B.A.) (add: a through k) TOTAL BUILDING COVERAGE (T.B.C.) (from T.B.A. subtract, if applicable b,c,d,& j) L) DRIVEWAY M) SIDEWALK N) UNCOVERED PATIO O) UNCOVERED WOOD DECK (counted @ 50%) P) AC PADS AND OTHER CONCRETE FLATWORK Q) OTHER (POOL COPING, RETAINING WALLS) TOTAL SITE IMPERVIOUS COVERAGE (add: T.B.C. and L thru Q) R) S) POOL SPA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1,561 1,332 530.8 N/A N/A N/A N/A 117 N/A N/A N/A N/A 3,540.8 2,208.8 246 123 N/A N/A 50 94 450 N/A 1,561 1,332 530.8 N/A N/A N/A N/A 117 N/A N/A N/A N/A 3,540.8 2,208.8 246 123 N/A N/A 50 94 450 N/A 2,721.8 2,721.8 40'-6 5/8" 2 5 " L . O . 5 7 4 . 1 9 / 1 2 C R Z . . . 51'-3 1/2" 60'-2 7/8" N 72°58'15"W 152.09' C O N D E N S E R S H V A C M E T E R E L E C . 5 ' - 1 " L O T 4 4 3 6 ' F R O N T B L D G . S E T B A C K 5 ' - 5 5 / 8 " 5 ' - 1 " F F . . = 5 7 4 0 0 . ' I R E S D E N C E I S N G L E - F A M L Y I 2 - S T O R Y O F L O T 4 5 R E M A N D E R I O F L O T 4 5 S O U T H 5 0 ' S T R P S I I ' 3 W D E C O N C . W A L K I 3 ' W D E C O N C . P E A S E R D . ( 6 0 ' . R O W . . ) I E X S T N G I C O N C . A P R O N S 1 7 ° 0 0 0 0 " W ' 4 9 . 9 5 ' I E X S T N G I W A T E R M E T E R N SITE PLAN 1 SCALE: 1/16" = 1' - 0" 5 7 6 . 1 1 40'-10 7/8" 5 7 5 S 73°24'24"E 149.78' 70'-1 1/2" 5 7 4 5' SIDE BLDG. SETBACK 5 ' - 1 " 5 7 3 / 1 2 C R Z . . . 2 1 " P E C . 38'-9" 5' SIDE BLDG. SETBACK 570 P A V E R S 2 4 " X 4 8 " 3 0 ' X 1 5 ' P O O L ISSUE: DATE: COA SUBMITTAL 4/7/2022 5 6 9 . 7 9 1 0 ' R E A R B L D G . S E T B A C K 1 2 " C O P N G I 5 ' . P U E . . N 1 9 ° 4 2 1 5 " E ' 4 8 . 8 6 ' 5 7 1 572 5 7 1 . 9 5' I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 A1.0 MIZNER DESIGN . C R Z . . 5 7 4 . 1 9 4 " 1 / 2 C R Z . . . N O I M P A C T G R E A T E R T H A N 2 5 " L . O . P R O T E C T O N I F E N C N G I T R E E A C C E S S R O U T E L O C . D U M P S T E R 5 7 5 P O R T A B L E I T O L E T L O C . 5 7 4 TREE PROTECTION PLAN 1/16" = 1' - 0" 1 SCALE: M E T E R E X S T I . W A T E R 5 7 6 . 1 1 L O C . C O N C . W A S H O U T 5 7 4 . 1 9 . 1 7 8 7 A C R E S 1 5 1 2 P E A S E R O A D G R A H I D G E H P @ B O I N L D T G O . E L F A E D J A V = 5 C E 7 N 3 . 7 T 5' 5 7 3 . 2 5 5 ' - 0 1 / 8 " I 1 S T B U I L D N G S T A N D A R D S A R E A 2 5 ' F R O N T Y A R D S E T B A C K N N P E A S E R D . ( 6 0 ' . R O W . . ) F O O T P R N T I B U I L D N G I I F N . F L R . 5 7 4 . 0 0 ' A R E A S M U L C H E D D E N O T E S 571.85 5 ' - 2 3 / 8 " I 2 N D B U I L D N G S T A N D A R D S A R E A 2 1 " D B L . P E C . 5 7 3 . C R Z . . 4 " / 1 2 C R Z . . . N O I M P A C T G R E A T E R T H A N / 1 4 C R Z . . . N O I M P A C T 36'-0 3/8" 40'-0" - 1ST BUILDING STANDARDS TENT HIGHEST ELEVATION = 574.0' 40'-0" - 2ND BUILDING STANDARDS TENT HIGHEST ELEVATION = 572.75' 5 7 1 . 0 0 5 6 9 . 7 9 5' SIDE YARD SETBACK 5 ' - 0 " HIGHPOINT) (1ST AREA 574.25 5 7 4 5 7 6 . 1 1 DESIGN STANDARDS 5 7 5 1/16" = 1' - 0" 2 SCALE: 5 ' - 1 " 5 7 ( 2 3 . H N 6 I G D 6 7 ' H A P R O E I N A T ) 5 7 3 5' SIDE YARD SETBACK 5 7 1 . 2 5 5 6 9 . 7 9 570 5 7 1 T R E E P R O T E C T O N I F E N C N G I 572 5 7 1 . 9 5' I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 570 ISSUE: DATE: COA SUBMITTAL 4/7/2022 5 7 1 572 5 7 1 . 9 5' A1.1 MIZNER DESIGN  I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 ISSUE: DATE: COA SUBMITTAL 4/7/2022 A1.2 MIZNER DESIGN EXISTING SURVEY 1 SCALE: N.T.S. N 2'-0" 1'-0" TYP. 1'-6" 2'-0" S L O P E 4 : 1 2 S L O P E 1 1 : 1 2 S L O P E 1 1 : 1 2 H I P 4 : 12 SLOPE 1'-0" V A L L E Y RIDGE V ALLE Y 4 : 12 SLOPE S L O P E 1 1 : 1 2 RIDGE S L O P E 5 : 1 2 S L O P E 5 : 1 2 L I N E O F M A S O N R Y B E L O W 8 1/2" S L O P E 4 : 1 2 1 ' - 6 " HIP 1'-0" 2 ' - 0 " ROOF PLAN 1 SCALE: 1/8" = 1'-0" H I P S L O P E 1 1 : 1 2 HIP HIP 11 : 12 SLOPE 11 : 12 SLOPE V A L L E Y I R D G E VALLEY V A L L E Y RIDGE S L O P E 1 1 : 1 2 S L O P E 1 1 : 1 2 1 ' - 6 " S L O P E 4 : 1 2 HIP 2'-0" 12 11 METAL ROOF PER SPEC. INSULATION BAFFLE 2ND FLR. PLT. HT. DRIP EDGE 2X FASCIA W/ 1X TRIM 1'-6" RIDGE HIP I R D G E VALLEY 11 : 12 SLOPE HIP S L O P E 1 1 : 1 2 1 ' - 6 " 11 : 12 SLOPE S L O P E 4 : 1 2 H I P S L O P E 1 1 : 1 2 1'-6" 1'-0" H I P I C R C K E T S L O P E 4 : 1 2 3 0 " X 3 6 " S K Y - L I G H T 2ND FIN. FLR. SIDING PER SPEC. 1ST FLR. PLT. HT. 2X6 TRIM 1X12 TRIM F L U E 2 ' - 0 " SHEATHING PER SPEC. FLASHING AS REQ. MIN. 6" GRADE @ FOUNDATION, TYP. 1ST FIN. FLR. 4 : 12 SLOPE EXTERIOR INTERIOR I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 ISSUE: DATE: COA SUBMITTAL 4/7/2022 WD. ROOF TRUSS PER ENG. FLOOR TRUSS PER ENG. SPEC. EXISTING 2X4 WD. STUDS REVIEW PRIOR TO CONST. TREATED 2X4 SILL PLATE W/ GALV. 1 2" DIA. J-BOLT -7" LONGAT MIN. 6'-0" SLAB PER STRUC. TYPICAL WALL SECTION 1/2" = 1'-0" 2 SCALE: A2.3 MIZNER DESIGN CONSTRUCTION NOTE: 1. INSTALL FIREBLOCKING FROM WALL TOP PLATE TO UNDERSIDE OF THE ROOF SHEATHING. 2. SOFFIT OR GABLE VENT OPENINGS ARE NOT TO BE INSTALLED ALONG PROJECTIONS LESS THAN 5' FROM PROPERTY LINE. 12 11 BOARD & BATTEN 1'-6" MTL. STANDING SEAM ROOF PER SPEC. 2X WD. FASCIA W/ 1X TRIM BOARD & BATTEN 12 4 12 11'-3 1 5 2" PLT. 2'-0" WD. COL. CARPORT EAST ELEVATION 1 SCALE: 1/8" = 1'-0" SLURRY STONE PER SPEC. MTL. STANDING SEAM ROOF PER SPEC. 2ND FIN. FLR. 10'-1" PLATE HT. " 0 - ' 7 " 4 / 3 0 - ' 1 " 1 - ' 8 " 4 / 3 6 - ' 1 " 1 - ' 0 1 1'-6" 1X6 TRIM SIDING PER SPEC. WD. COL. 7' PLATE HT. ATTIC FIN. FLR. 8'-1" PLATE HT. FIN. FLR. 574.00' MTL. STANDING SEAM ROOF PER SPEC. 12 11 MTL. STANDING SEAM ROOF PER SPEC. 4 : 12 ROOF SLOPE BOARD & BATTEN MTL. STANDING SEAM ROOF PER SPEC. 1X TRIM @ TRANSITION 1'-0" FLUE 12 4 7' PLATE HT. ATTIC FIN. FLR. 8'-1" PLATE HT. 2ND FIN. FLR. 10'-1" PLATE HT. " 0 - ' 7 " 4 / 3 0 - ' 1 " 1 - ' 8 / " 4 3 6 - ' 1 " 1 - ' 0 1 FIN. FLR. 574.00' STEPS TO GRADE 2'-0" SCREENED OPENING 1'-0" 1X6 TRIM 12 BOARD & BATTEN FLASHING MTL. STANDING SEAM ROOF PER SPEC. 4 11'-3 1 2" PLT. BDRM. #4 SLURRY STONE PER SPEC. WD. COL. 2X WD. FASCIA W/ 1X TRIM SIDING PER SPEC. SLOPE GRADE AWAY FROM FOUNDATION NORTH ELEVATION 1/8" = 1'-0" 2 SCALE: I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 ISSUE: DATE: COA SUBMITTAL 4/7/2022 A3.0 MIZNER DESIGN 7' PLATE HT. ATTIC FIN. FLR. 8'-1" PLATE HT. 2ND FIN. FLR. 10'-1" PLATE HT. " 0 - ' 7 " 4 / 3 0 - ' 1 " 1 - ' 8 " 4 / 3 6 - ' 1 " 1 - ' 0 1 SCREENED OPENING FIN. FLR. 574.00' 12 4 2'-0" 12 11 MTL. STANDING SEAM ROOF PER SPEC. 12 11 MTL. STANDING SEAM ROOF PER SPEC. 1'-0" 1'-6" BOARD & BATTEN BOARD & BATTEN MTL. STANDING SEAM ROOF PER SPEC. 12 4 1X TRIM @ TRANSITION 1X6 TRIM 1X4 TRIM, TYP. SIDING PER SPEC. WD. COL. SOUTH ELEVATION STEPS TO GRADE 1/8" = 1'-0" 1 SCALE: 7' PLATE HT. ATTIC FIN. FLR. 8'-1" PLATE HT. 2ND FIN. FLR. 10'-1" PLATE HT. " 0 - ' 7 " 4 / 3 0 - ' 1 " 1 - ' 8 / " 4 3 6 - ' 1 " 1 - ' 0 1 FIN. FLR. 574.00' MTL. STANDING SEAM ROOF PER SPEC. 12 11 12 11 BOARD & BATTEN 10'-0" BOARD & BATTEN " 0 - ' 3 CHIMNEY CRICKET 12 4 SKYLIGHT MTL. STANDING SEAM ROOF PER SPEC. SCREENED OPENING WEST ELEVATION 2 SCALE: 1/8" = 1'-0" STEPS TO GRADE CONSTRUCTION NOTE: 1. INSTALL FIREBLOCKING FROM WALL TOP PLATE TO UNDERSIDE OF THE ROOF SHEATHING. 2. SOFFIT OR GABLE VENT OPENINGS ARE NOT TO BE INSTALLED ALONG PROJECTIONS LESS THAN 5' FROM PROPERTY LINE. 11'-3 1 2" PLT. BDRM. #4 SLURRY STONE PER SPEC. 12 11 BOARD & BATTEN SIDING PER SPEC. 1X6 TRIM, TYP. I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 ISSUE: DATE: COA SUBMITTAL 4/7/2022 A3.1 MIZNER DESIGN 1ST BUILDING STANDARDS AREA S U B C H A P T E R "F" T E N T 1'-6" 2'-0" " 0 - ' 5 1 E N L I . P O R P 5'-5 5/8" EAST ELEVATION - DESIGN STANDARDS 1/8" = 1'-0" 1 SCALE: 7' PLATE HT. ATTIC FIN. FLR. 8'-1" PLATE HT. 2ND FIN. FLR. 10'-1" PLATE HT. " 0 - ' 7 " 4 / 3 0 - ' 1 " 1 - ' 8 " 4 / 3 6 - ' 1 " 1 - ' 0 1 E N L I . P O R P 1'-6" 45° " 0 - ' 5 1 5'-1" FIN. FLR. 574.00' 1ST BUILDING STANDARDS AREA HIGH POINT - 574.25' 1ST BUILDING STANDARDS AREA 2ND BUILDING STANDARDS AREA I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 7' PLATE HT. " 0 - ' 7 / " 4 3 0 - ' 1 " 1 - ' 8 " 4 / 3 6 - ' 1 " 1 - ' 0 1 2ND FIN. FLR. 10'-1" PLATE HT. 2'-0" " 0 - ' 2 3 1'-0" ATTIC FIN. FLR. 8'-1" PLATE HT. ISSUE: DATE: COA SUBMITTAL 4/7/2022 1'-0" NORTH ELEVATION - DESIGN STANDARDS 1/8" = 1'-0" 2 SCALE: FIN. FLR. 574.00' A3.2 MIZNER DESIGN 2ND BUILDING STANDARDS AREA 1ST BUILDING STANDARDS AREA 1'-0" 1'-6" " 0 - ' 2 3 7' PLATE HT. ATTIC FIN. FLR. 8'-1" PLATE HT. " 0 - ' 7 " 4 / 3 0 - ' 1 " 1 - ' 8 " 4 / 3 6 - ' 1 " 1 - ' 0 1 FIN. FLR. 574.00' 2ND FIN. FLR. 10'-1" PLATE HT. 2'-0" SOUTH ELEVATION - DESIGN STANDARDS 1/8" = 1'-0" 1 SCALE: 7' PLATE HT. ATTIC FIN. FLR. 8'-1" PLATE HT. 2ND FIN. FLR. 10'-1" PLATE HT. " 0 - ' 7 " 4 3 / 0 - ' 1 " 1 - ' 8 " 4 / 3 6 - ' 1 " 1 - ' 0 1 FIN. FLR. 574.00' 2ND BUILDING STANDARDS AREA HIGH POINT - 573.667' 2ND BUILDING STANDARDS AREA S U B C H A P T E R " F " T E N T 10'-0" " 0 - ' 3 " 0 - ' 5 1 " 0 - ' 5 1 WEST ELEVATION - DESIGN STANDARDS 1/8" = 1'-0" 2 SCALE: I E C N E D S E R D O O W N E E R G : T C E J O R P 3 0 7 8 7 S A X E T , I N T S U A D A O R E S A E P 2 1 5 1 I N G S E D R E N Z M I D A O R E V A C E E B A 3 2 8 3 i m o c . n g s e d r e n z m w w w . i 4 0 7 8 7 X T , I N T S U A 5 2 5 3 . 3 6 3 . 2 1 5 ISSUE: DATE: COA SUBMITTAL 4/7/2022 A3.3 MIZNER DESIGN