10.1 - 1703 Alameda Dr - Drawings — original pdf

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SITE NOTES EROSION CONTROL 1. The contractor shall install erosion/sedimentation controls and tree/natural area protective fencing prior to any site preparation work (clearing, grubbing or excavation). 2. The contractor is required to inspect the controls and fences at weekly intervals and after significant rainfall events to insure that they are functioning properly. The person(s) responsible for maintenance of controls and fences shall immediately make any necessary repairs to damaged areas. Silt accumulation at controls must be removed when the depth reaches six (6) inches. TREE PROTECTION 1. All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing. 2. Protective fences shall be erected according to City of Austin Standards for Tree Protection. 3. Protective fences shall be installed prior to the start of any site preparation work (clearing, grubbing or grading), and shall be maintained throughout all phases of the construction project. 4. Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil build-up within tree drip lines. 5. Protective fences shall surround the trees or group of trees, and will be located at the outermost limit of branches (drip line) , for natural areas, protective fences shall follow the Limit of Construction line, in order to prevent the following: A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials; B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill), or trenching not reviewed and authorized by the City Aborist; C. Wounds to exposed roots, trunk or limbs by mechanical equipment; D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. VISITABLE EXTERIOR ROUTE 1:12 SLOPE = 8.3% VISITABLE ENTRANCE SURFACE SHALL BE STABLE, FIRM, AND SLIP RESISTANT. PAVERS USED AS AN EXTERIOR VISITABLE ROUTE SHALL BE LEVEL WITH GAPS NO MORE THAN 1/2 IN. THE GAPS SHALL BE FILLED WITH A MATERIAL THAT IS STABLE AND FIRM AND LEVEL WITH THE PAVERS. THE ROUTE ALSO SHALL HAVE A MINIMUM WIDTH OF 36" WITH A CROSS SLOPE NO GREATER THAN 2% E P O L S 2 1 : 6 2 1 : 6 E P O L S E P O L S 2 1 : 6 6:12 SLOPE 6:12 SLOPE 2 1 : 6 E P O L S E P O L S 6:12 SLOPE 6:12 SLOPE E P O L S 2 1 : 2 2 1 : 6 2 1 : 6 E P O L S E P O L S 1 3/32"=1'-0" TPP AND ROOF PLAN Scale: North Arrow I T M R E P R O F 1703 ALAMEDA Austin, TX 78704 A1 FIRE RATING CAN BE CUT TO ZERO (0) PER IRC TABLE R302.1(1) FOOTNOTE ‘A’, BY INSTALLING FIRE BLOCKING FROM WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING, AND FOOTNOTE ‘B’, BY SPECIFYING SOFFIT OR GABLE VENT OPENINGS ARE NOT TO BE INSTALLED. 4 0 ' - 0 " HP TENT 2 534'-0" S U B P O R T C H A P T I O N E R 2 F 4 0 ' " 0 - ' 8 " 7 - ' 5 HP TENT 1 530'-0" " 0 - ' 5 " 4 - ' 2 S E T B A C K 5 ' B L D G 2'-51 2" " 8 - ' 2 2 " 7 - ' 2 1 B L D G 2 5 ' S E T B A C K SUB-CHAPTER F BUILDING LINE 15'-81 " 2 " 2 - ' 6 5 S U B 4 0 ' - 0 " P O R T C H A P T I O N E R 1 F 4 0 ' I T M R E P R O F 1703 ALAMEDA Austin, TX 78704 A2 10' BLDG SETBACK HIGH POINT ADJ NATURAL GRADE 531'-6" 7'-111 " 2 16'-7" 13'-3" 2'-0" 10'-10" 42'-8" " 0 - ' 8 " 12 9 - ' 0 2 S E T B A C K 5 ' B L D G " 2 - ' 3 6 HVAC " 12 4 - ' 4 3 COV PORCH NEW TWO-STORY RESIDENCE FFE 531'-0" " 0 - ' 1 1 " 0 - ' 4 COV PORCH LOW POINT ADJ NATURAL GRADE 526'-6" 3'-0" 11'-7" 14'-10" 45'-11 2" CONCRETE DRIVEWAY 1 1 ' - 4 1 2 " CONCRETE APRON BUILT TO COA SPECIFICATIONS 1 3/32"=1'-0" SITE PLAN Scale: North Arrow PLANS AND CONSTRUCTION TO COMPLY: 2021 INTERNATIONAL RESIDENTIAL CODE & COA AMENDMENTS 2023 NATIONAL ELECTRIC CODE 2021 UNIFORM PLUMBING CODE 2021 UNIFORM MECHANICAL CODE VISIT LINK BELOW FOR MORE INFORMATION HTTPS://PUBLICINPUT.COM/2021TECHNICALCODECHANGES SMOKE AND CARBON MONOXIDE ALARMS - SMOKE AND CARBON MONOXIDE ALARMS THROUGHOUT THE DWELLING IN COMPLIANCE. 2021 IRC R314.2.2. AND IRC R315.2.2. VISITABILITY NOTES 1. AT NOTED GROUND FLOOR BATHROOM ON PLAN PROVIDE: LATERAL TWO-INCH BY SIX-INCH OR LARGER NOMINAL WOOD BLOCKING INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS. CENTERLINE OF THE BLOCKING MUST BE 34 INCHES FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. 2. ALL LIGHT SWITCHES TO BE INTALLED AT 48"AFF TO TOP OF BOX, ALL WALL OUTLETS AND RECEPTACLES MUST BE INSTALLED MINIMUM 15"AFF TO BOTTOM OF BOX. 16'-7" 45'-11 2" 13'-3" 2'-0" 10'-10" 2'-51 2" 6X6 CEDAR POST 6X6 CEDAR POST COVERED PORCH 9'-0" CLG 4'-71 2" 6'-7" 3'-0" X 8'-0" 5'-41 2" (3)3'-0" X 6'-0" FX DINING 10'-0" CLG GAS VISITABLE PATH 36" RANGE W/ VENTHOOD TRASH/ RECY 3'-0" X 6'-0" FX K N S I W D REF/FRZ 3'-31 2" KITCHEN 10'-0" CLG MICRO 3'-8" 3'-2" 6'-10" PANTRY STACK W/D LAUNDRY 10'-0" CLG " 7 - ' 9 " 8 - ' 6 " 1 - ' 4 " 0 - ' 2 " 0 - ' 8 " 12 9 - ' 0 2 " 2 - ' 3 6 " 0 - ' 2 " 12 9 - ' 6 " 12 4 - ' 4 3 " 7 - ' 5 2 " 12 4 - ' 3 1 " 5 - ' 7 " 12 9 - ' 4 " 0 - ' 2 " 1 1 - ' 6 1 " 0 - ' 3 " 0 - ' 3 " 8 - ' 2 3'-0" X 5'-0" LHC 1 H W 2'-0" X 3'-0" FX 2'-0" X 3'-0" FX 2'-0" X 3'-0" FX HB 2'-10" 3'-6" 3'-6" 3'-5" 2'-6" 2'-8" 5'-8" " 2 - ' 3 3'-0" X 6'-0" " FX 5 - ' 2 3'-0" X 6'-0" FX 3'-0" X 6'-0" FX 3'-0" X 6'-0" FX " 12 8 - ' 2 3'-0" X 6'-0" RHC " 12 3 - ' 2 HB " 12 2 - ' 7 1 " 12 9 - ' 6 " 12 3 - ' 1 " 6 - ' 7 OUTDOOR SHOWER SLOT DRAIN LIVING 10'-0" CLG 5'-4" 7'-11" 2'-8" X 8'-0" 4'-0" X 8'-0" DIRECT SET SHOWER 1'-10" 4'-61 2" 4'-0" COAT 8" 2'-8" X 8'-0" " 8 2'-8" X 8'-0" 3'-51 2" PRIMARY BATHROOM 10'-0" CLG NICHE 6'-41 2" 2'-11 2" 2'-4" 5'-4" POWDER SD + CM SD PRIMARY VEST 10'-0" CLG 4'-2" SD + CM SD 3'-0" X 8'-0" BASE CABINET 3'-0" X 8'-0" CO 2'-0" X 6'-8" WH " 12 8 - ' 1 " 5 - ' 1 2'-0" X 8'-0" N E N L I 3'-0" X 8'-0" 4'-2" 4'-31 2" " 0 - ' 8 X " 8 - ' 2 " 12 1 - ' 2 " 12 1 1 - ' 4 MUD ROOM 2'-8" X 8'-0" DN " 12 2 - ' 3 I L A R D N A H UP GARAGE 11'-0" X 25'-0" " 1 - ' 2 2 ENTRY " 12 9 - ' 5 3'-0" X 8'-0" W/ FIXED DOOR PRIMARY CLOSET 10'-0" CLG 7'-8" X 5'-6" 3'-0" X 8'-0" 5'-11" 3'-81 2" 5'-6" COVERED PORCH 8'-0" CLG DRESSER " 6 - ' 2 " 8 - ' 3 " 0 1 - ' 3 " 12 3 - ' 2 " 0 - ' 4 PRIMARY BEDROOM 10'-0" CLG 15'-0" X 13'-0" S G L L C G L C L S 3'-0" X 6'-0" FX 3'-0" X 6'-0" LHC 3'-0" X 6'-0" FX " 7 - ' 5 " 0 - ' 5 " 4 - ' 2 " 8 - ' 2 2 " 2 - ' 8 4 " 12 1 1 - ' 5 " 12 7 - ' 5 " 12 1 1 - ' 3 " 12 1 - ' 3 " 0 - ' 4 " 12 3 - ' 6 5'-91 2" 5'-91 2" 4'-81 2" 3'-0" 11'-7" 5'-43 4" 14'-10" 45'-11 2" 4'-81 2" 4'-41 4" 3'-6" 3'-6" 15'-81 2" 4'-41 4" 1 1/8"=1'-0" FIRST FLOOR PLAN Scale: North Arrow 3'-0" X 4'-0" FX " 7 - ' 2 1 " 12 3 - ' 6 I T M R E P R O F 1703 ALAMEDA Austin, TX 78704 A3 SHOWER " 2 - ' 9 1'-31 2" 9'-0" 1'-31 2" 3'-101 2" 2'-51 2" 10'-11" 28'-10" 2'-9" 8'-2" 3'-0" X 5'-0" FX 1'-6" X 5'-0" LHC " 7 - ' 3 3 " 12 9 - ' 5 " 5 - ' 6 1 " 1 - ' 1 " 0 - ' 9 " 12 3 - ' 1 COVERED PORCH 10'-0" CLG 2'-6" X 8'-0" HVAC NETWORK CLOSET 5'-31 2" 4'-4" 1'-8" 4'-0" X 6'-0" FX 11'-9" " 0 - ' 8 X " 8 - ' 2 " 5 - ' 4 BEV FRIDGE COFFEE BAR DRWS 5'-81 2" BED 2 10'-0" CLG 4'-0" X 6'-0" FX COVERED PORCH 10'-0" CLG LANDING 9'-0" CLG DN " 0 - ' 8 X " 8 - ' 2 I L A R D N A H " 0 - ' 8 X " 8 - ' 2 4'-31 2" 2'-8" X 8'-0" " 12 3 - ' 2 1 " 12 9 - ' 8 " 12 3 - ' 2 " 1 - ' 5 " 5 - ' 1 2'-7" " 12 8 - ' 3 SD + CM SD " 0 - ' 2 2'-8" X 8'-0" 8'-91 2" BATH 2 9'-0" CLG 2'-8" X 8'-0" 2'-6" X 8'-0" 2'-8" 3'-2" SD + CM SD " 1 1 - ' 9 2'-41 2" 5'-10" 8'-21 2" (3)3'-0" X 6'-0" FX BED 3 9'-0" CLG " 12 1 1 - ' 5 13'-3" 1'-31 2" 9'-0" 1'-0" 3'-0" X 6'-0" FX 3'-0" X 6'-0" FX 3'-0" X 6'-0" FX 3'-0" X 6'-0" FX 3'-61 4" 3'-6" 28'-10" 3'-71 2" 17'-61 2" 3'-41 2" 3'-61 4" 1 1/8"=1'-0" SECOND FLOOR PLAN Scale: North Arrow (2)3'-0" X 2'-0" FX " 12 0 - ' 3 " 12 1 - ' 3 " 7 - ' 3 3 " 12 9 - ' 3 3'-0" X 2'-0" FX 3'-0" X 2'-0" FX 3'-0" X 2'-0" FX 3'-0" X 2'-0" FX " 6 - ' 3 " 6 - ' 3 " 12 3 - ' 3 " 2 - ' 4 I T M R E P R O F 1703 ALAMEDA Austin, TX 78704 A4 32' HIGH TENT AVG NATURAL GRADE 529'-0" ARCHITECTURAL METAL ROOF " 0 - ' 0 1 " 8 - ' 1 " 0 - ' 0 1 T.O.PLATE T.O.TRUSS T.O.PLATE HARDIE SIDING FFE STUCCO PAINTED WOOD CAP " 0 - ' 9 " 0 - ' 3 STAINED WOOD OH DOOR WOOD POST " 0 - ' 3 1 STONE STEPS " 0 - ' 8 HIGH POINT ADJ NATURAL GRADE 531'-6" LOW POINT ADJ NATURAL GRADE 526'-6" AVERAGE NATURAL GRADE 529'-0" " 7 - ' 7 2 " 0 - ' 0 1 T.O.PLATE " 0 - ' 9 FFE I T H G E H G N D L U B I I SUB CHAPTER F 40' PORTION 2 HARDIE SIDING T.O.PLATE STUCCO T.O.TRUSS T.O.PLATE " 0 - ' 0 1 " 8 - ' 1 " 0 - ' 0 1 SUB CHAPTER F 40' PORTION 1 " 6 - ' 7 R " 12 0 1 - ' 6 " 2 R 1 ' - 1'-2" " 0 - ' 9 " 0 - ' 3 " 6 - ' 1 T.O.PLATE " 0 - ' 9 " 0 - ' 9 " 0 - ' 9 FFE FFE " 3 - ' 0 1 " 1 1 - ' 2 CURB R E A R S E T B A C K P L A N E T.O.PLATE " 0 - ' 9 FFE HIGH POINT ADJ NATURAL GRADE 531'-6" " 7 - ' 7 2 T.O.PLATE " 0 - ' 3 1 FFE LOW POINT ADJ NATURAL GRADE 526'-6" I T H G E H G N D L I U B I FRONT ELEVATION 1 3/32"=1'-0" Scale: 32' HIGH TENT AVG NATURAL GRADE 529'-0" AVERAGE NATURAL GRADE 529'-0" SIDE ELEVATION - NORTH 2 3/32"=1'-0" Scale: " 0 - ' 2 3 HP TENT 2 534'-0" HP TENT 1 530'-0" I T M R E P R O F 1703 ALAMEDA Austin, TX 78704 A5 " 0 - ' 2 3 " 7 - ' 7 2 HP TENT 2 534'-0" HP TENT 1 530'-0" STUCCO SUB CHAPTER F 40' PORTION 1 ARCHITECTURAL METAL ROOF " 0 - ' 9 HARDIE SIDING 32' HIGH TENT AVG NATURAL GRADE 529'-0" " 7 - ' 7 2 I T H G E H G N D L I U B I AVERAGE NATURAL GRADE 529'-0" IRON RAILING " 0 - ' 9 LOW POINT ADJ NATURAL GRADE 526'-6" 32' HIGH TENT AVG NATURAL GRADE 529'-0" ARCHITECTURAL METAL ROOF STUCCO HARDIE SIDING " 0 - ' 9 " 0 - ' 9 " 6 - ' 3 " 2 R 1 ' - 1'-2" OPEN TO SKY " 8 - ' 6 " 0 - ' 9 " 0 - ' 8 I T H G E H G N D L I U B I SIDE ELEVATION - WEST 1 3/32"=1'-0" Scale: AVERAGE NATURAL GRADE 529'-0" LOW POINT ADJ NATURAL GRADE 526'-6" HIGH POINT ADJ NATURAL GRADE 531'-6" R E A R S E T B A C K P L A N E SUB CHAPTER F 40' PORTION 2 HARDIE SIDING " 0 - ' 8 HIGH POINT ADJ NATURAL GRADE 531'-6" I T M R E P R O F 2 3/32"=1'-0" SIDE ELEVATION - NORTH Scale: 1703 ALAMEDA Austin, TX 78704 A6