0C.1. the KENWOOD. Square Footage. Division: Building Code: AUSTIN 2012 INTERNATIONAL RESIDENTIAL CODE. Index to the Drawings

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1 1st floor net = entire living space on the first floor 2nd floor gross=entire second floor, including volume spaces volume space=all two-story height areas 2nd floor net= the 2nd floor gross minus volume space which equals the living space on the 2nd floor Square Footage FINISHED LOWER LEVEL (NET) 0 Division: Building Code: AUSTIN 2012 INTERNATIONAL RESIDENTIAL CODE FIRST FLOOR (NET) 2609 SECOND FLOOR (GROSS) VOLUME SPACE (GROSS) 594 SECOND FLOOR (NET) 1598 TOTAL LIVING (NET) 4207 UNFINISHED BASEMENT 0 UNFINISHED ATTIC STORAGE 0 GARAGE 731 COVERED FRONT PORCH 36 COVERED REAR PATIO 289 REAR DECK 0 PER ANSI Z Redraws Plan Review: Updated plan per change orders Index to the Drawings Sheet No. Sheet Name 0C.1 Cover Sheet 0N.1 General Notes 0P.1 Plot Plan 1.01 Foundation Plan 2.01F First Floor Framing Plan 2.01S First Floor Structural Plan 2.02F Second Floor Framing Plan 2.02S Second Floor Structural Plan 2.03 Ceiling Joist Plan 2.04 Roof Plan 3.02 Second Floor Subfloor Plan 4.01 First Floor Mechanical Plan 4.02 Second Floor Mechanical Plan 5.01 Building Section 6.01 Front Elevation 6.02 Garage Side Elevation 6.03 Rear Elevation 6.04 Side Elevation 7.01 House Specific Details 7.02 House Specific Details 7.03 House Specific Details 7.04 House Specific Details Architecture Plan Review: No Comments See Comments Items drawn on any drawings and not written in the contract selctions WILL NOT be included in the site specific drawings. Customer Request: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Design Solution: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Reason For Modification: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Comments: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Customer Plan Review Signature I understand that my new Drees home will be built in general comformance to the plans, specifications, selections and the Purchase Agreement, all of which I have reviewed and approved. This set of plans may not reflect the elevations or options for my house. Drees draws the standard plans complete with the most common options. The subcontractor's sets will show only the options I selected in my selection sheets. I have reviewed the plot plan for my house and understand that there may be some field adjustments as to the exact location of the house on the lot. I further understand that my home will not be built exactly like any other Drees home or Model and that some minor variations from my plans and specifications may occur since every home that is built has it's own set of unique construction problems that must be dealt with as the home is being built. Customer: Customer: Date: Date: Job Number: House Name: RH-0059-A KRISTI B. the KENWOOD RESIDENCE FOR: MARKET 606 WOODSIDE, LAKEWAY HIGHLANDS PH 1, SEC 7B LOT 59, BLOCK A LAKEWAY HIGHLANDS Drawing Date: Coord Name: Coord Phone: Copyright 2015, (2015) Drees Custom Homes L.P. All Rights Reserved FM 2222 BUILDING 2, SUITE 250, AUSTIN, TX PHONE: [512] Sheet Information Series: Plan No.: SERIES_NM PLAN_NM 0C.1 Cover Sheet Elevation "D"

2 GENERAL NOTES - AUSTIN FOUNDATION NOTES - ENGINEERED FOUNDATION PLAN PROVIDED BY DIVISION /2" TYPICAL BRICK LEDGE DROP. - PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER WITH JOINTS LAPPED 6" MINIMUM UNDER ALL CONCRETE SLABS, INCLUDING GARAGES. CEILING JOIST AND ROOF/RAFTER PLAN NOTES - 2x6 CEILING 24" O.C., UNLESS OTHERWISE NOTED. - CEILING JOISTS MUST BE AT LEAST 12" FROM INSIDE OF EXTERIOR WALL. - ALL ATTIC SPACES DESIGNED FOR LIMITED ATTIC STORAGE LOADING. - LVL (MICRO-LAM) BEAM PIECES FASTENED TOGETHER W/ (2) ROWS OF 16d 12" O.C. MINIMUM. - ALL CEILING JOISTS, RAFTERS, RIDGES TO BE SYP #2 OR BETTER, W/ E=1,400,000, UNLESS OTHERWISE NOTED. - FOR ALL RAFTER SIZES AND PURLIN WALL LOCATIONS, REFER TO THE ENGINEERED RAFTER PLAN LAYOUT PROVIDED BY DIVISION. - RIDGE, VALLEY AND HIP RAFTERS NOT TO BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER. - PROVIDE A 14" DIAMETER CUT OUT FOR EACH POT VENT. FRAMING NOTES DESIGN LOADS: LIVING ROOMS: 40 psf LIVE LOAD + 10 psf DEAD LOAD = 50 psf SLEEPING ROOMS: 30 psf LIVE LOAD + 10 psf DEAD LOAD = 40 psf ROOF: 20 psf LIVE LOAD + 10 psf DEAD LOAD = 30 psf CEILING JOISTS: 20 psf LIVE LOAD + 10 psf DEAD LOAD = 30 psf WIND: 16.4 psf LIVE LOAD DESIGN DEFLECTION LIMITS: FLOOR MEMBERS: 1/360 RAFTERS > 3:12 PITCH: 1/180 WALLS (HEIGHT): 1/240 BEAMS/HEADERS: 1/240 - ALL HEADERS 2x6 OR SMALLER TO BE SPF #2 OR BETTER - ALL HEADERS 2x8 OR LARGER TO BE SYP #2 OR BETTER - FLOOR JOIST LAYOUT PROVIDED BY DIVISION. - ALL ARCHES HAVE A SPRING HEIGHT OF 6", UNLESS OTHERWISE NOTED. - TALL EXTERIOR WALL STUD SPACING AS NOTED ON PLANS. - ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS, FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT, SHALL BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDS TO THE HIGHEST CEILING (I.E. NO INTERMEDIATE BREAKS) TO PREVENT LATERAL HINGE CONDITIONS. - PROVIDE 4-1/2" MINIMUM FRAMING AT ALL DOOR JAMBS. RE: STANDARD DETAIL O/D.1. - LVL (MICRO-LAM) BEAM PIECES FASTENED TOGETHER W/ (2) ROWS OF 16d 12" O.C. MINIMUM. - ALL LUMBER CONTACTING CONCRETE TO BE PRESSURE TREATED. - ALL FASTENERS, HANGERS AND OTHER CONNECTORS TO BE USED WITH PRESSURE TREATED WOOD ARE TO HAVE ZMAX (OR EQUIVALENT) HOT DIPPED GALVANIZED OR STAINLESS STEEL. - ALL CEILING JOISTS, RAFTERS, AND RIDGES TO BE SYP #2 OR BETTER, W/ E=1,400,000, UNLESS OTHERWISE NOTED. - ALL STAIRS SHALL BE DESIGNED W/ MAXIMUM RISER HEIGHT OF 7-3/4" & MINIMUM TREAD DEPTH OF 10" PER THE IRC. - ALL SLEEPING ROOMS SHALL CONTAIN AT LEAST (1) EMERGENCY OPENING THAT MEETS EMERGENCY, ESCAPE & RESCUE OPENING REQUIREMENTS PER THE IRC. - ALL HAZARDOUS GLASS WILL BE INSTALLED AS TEMPERED GLASS. - ONE BATHROOM ON THE FIRST FLOOR WILL HAVE A DOOR CLEARANCE OF NO LESS THAN 30" AND GRAB BAR BLOCKING WILL BE PROVIDED IN WALL AT 34" O.C. MECHANICAL NOTES - ALL ARCHES HAVE A SPRING HEIGHT OF 6", UNLESS OTHERWISE NOTED. - INTERIOR TRIM WORK PER SUBDIVISION SPECS. - ALL ELECTRICAL TO CONFORM TO NEC ALL GUARDRAILS TO BE 36" HIGH. GUARDRAILS AT THE OPEN SIDES OF STAIRS TO BE 36" HIGH MEASURED VERTICALLY FROM THE NOSING AT THE TREADS. THE HORIZONTAL SPACING OF THE VERTICAL BALUSTERS SHALL BE 4" O.C. - PROVIDE HOSE BIBS PER DIVISION SPEC. SHEETS. EXACT LOCATION TO BE FIELD DETERMINED, UNLESS OTHERWISE NOTED ON THE PLANS. SECTION & DETAILS NOTES - PROVIDE 6-MIL POLYETHYLENE VAPOR BARRIER WITH CONTROL JOINTS LAPPED 6" MINIMUM UNDER ALL CONCRETE SLABS, INCLUDING GARAGES. - PROVIDE BRICK WEEP 24" O.C. - PROVIDE BRICK WALL 24" O.C. HORIZONTALLY AND VERTICALLY. - ALL GUARDRAILS TO BE 36" HIGH. GUARDRAILS AT THE OPEN SIDES OF STAIRS TO BE 36" HIGH MEASURED VERTICALLY FROM THE NOSING AT THE TREADS. THE HORIZONTAL SPACING OF THE VERTICAL BALUSTERS SHALL BE 4" O.C. ELEVATION NOTES - PROVIDE A STEEL ROLLED LINTEL ABOVE ALL EYEBROW ARCHES. - ALL WINDOWS ON ALL ELEVATIONS WILL BE DIVIDED LIGHT UNLESS SPECIFICALLY NOTED IN INDIVIDUAL SUBDIVISION SPECIFICATIONS. - SIDE ELEVATION TO HAVE (2) CONTROL 25'0" O.C. MAXIMUM.

3 TREE PROTECTION NOTES: CITY OF LAKEWAY BUILDING ORDINANCE - SECTION Protected trees not approved for removal shall be protected in accordance with the following tree protection notes and and other applicable regulations of this article. These notes shall be included in each set of construction drawings for both residential and nonresidential construction. (1) All trees not located within the limits of construction and outside of disturbed areas shall be preserved. (2) All trees and natural areas shown on plan to be preserved shall be protected during construction with temporary fencing. (3) Protective fences shall be erected according to City of Austin Standards for Tree Protection as adopted by the city. (4) 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. (5) Erosion and sedimentation control barriers shall be installed or maintained in a manner which does not result in soil buildup within tree driplines. (6) Protective fences shall surround the trees or group of trees and will be located at the outermost limit of branches (dripline), or, 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 disturbance due to grade changes; (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. (7) Exceptions to installing fences at tree driplines may be permitted in the following cases: (A) Where there is to be an approved grade change, impermeable paving surface tree well, or other such site development, erect the fence approximately two (2) to four (4) feet behind the area in question; (B) Where permeable paving is to be installed within a tree s dripline, erect the fence at the outer limits of the permeable paving area (prior to site grading so that this area is graded separately prior to paving installation to minimize root damage); (C) Where trees are close to proposed buildings, erect the fence to allow six (6) to ten (10) feet of work space between the fence and the building. (8) Where any of the above exceptions result in a fence being closer than four (4) feet to a tree trunk, protect the trunk with strapped-on planking to a height of eight (8) feet (or to the limits of lower branching) in addition to the reduced fencing provided. (9) Trees approved for removal shall be removed in a manner which does not impact trees to be preserved. (10) Any roots exposed by construction activity shall be pruned flush with the soil. Backfill root areas with good quality topsoil as soon as possible. If exposed root areas are not backfilled within two (2) days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. (11) No landscape topsoil dressing greater than four (4) inches shall be permitted within the dripline of trees. No soil is permitted on the root flare of any tree. (12) Pruning to provide clearance for structures, vehicular traffic and equipment shall take place before damage occurs (ripping of branches, etc.). (13) All oak tree cuts, intentional or unintentional, shall be painted immediately (within ten (10) minutes). Tree paint must be kept on site at all times. (14) Deviations from the above notes may be considered ordinance violations if there is substantial noncompliance or if a tree sustains damage as a result. (15) All branches that hang over the fence shall be pruned to a minimum height of thirteen and one-half (13.5) feet or higher if required for equipment clearance. 1 16" LIVE OAK

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12 BAFFLE EXTENDING ABOVE INSULATION 2x6 RAFTER EXTERNAL SHEATHING 2x4 6" TRIM VENTED SOFFIT 1x4 OVERHANG PER PLAN VARIES 12 1/2" TYPE-X GYPSUM BOARD 2x2 PAD DOWN (2) 2x4 SHEATHING HEADER PER PLANS 1/2" GYPSUM BOARD 2x4 2x4 STUD WALL EXTERNAL SHEATHING 1/2" GYPSUM BOARD 2x4 SHEATHING RIM JOIST ENGINEERED FLOOR SYSTEM 1/2" TYPE-X GYPSUM BOARD (2) 2x4 2x4 1/2" GYPSUM BOARD EXTERNAL SHEATHING 1/2" ANCHOR 6'0" O.C. WITHIN 12" FROM CORNERS EMBEDED 7" MIN. INTO CONCRETE, AS REQUIRED PER CITY CODE 2x4 PRESSURE TREATED 8" MIN. 4" 4" GRANULAR FILL OR SAND CUSHION CONCRETE 6 MIL. POLYETHYLENE VAPOR BARRIER SCALE: 1/2" = 1'-0"

13 *STONE *BRICK BRICK and STONE LINTEL SCHEDULE SPAN 36" HIGH 48" HIGH LINTEL SIZE WINDOW ABOVE Up to 6'-0" L3 1 2 x x Up to 8'-3" L5 x x Up to 9'-3" L6 x 4 x 5 16 L7 x 4 x 3 8 Up to 16'-3" L7 x 4 x 3 8 L8 x 4 x 1 2 L8 x 4 x 1 2 **per Design Up to 6'-0" L4 x x Up to 8'-3" L5 x x Up to 9'-3" ---- L6 x 4 x 3 8 L7 x 4 x 3 8 **per Design Up to 16'-3" ---- L8 x 4 x 1 2 **per Design **per Design Stucco D25 All Lintels: 4" Minimum bearing required each end * Brick is based on 40psf and Stone is based on 60psf ** Any lintels not described by the above parameters shall be specifically designed. Stucco D25 Stucco D25

14 Stucco D25 *STONE *BRICK BRICK and STONE LINTEL SCHEDULE SPAN 36" HIGH 48" HIGH LINTEL SIZE WINDOW ABOVE Up to 6'-0" L3 1 2 x x Up to 8'-3" L5 x x Up to 9'-3" L6 x 4 x 5 16 L7 x 4 x 3 8 Up to 16'-3" L7 x 4 x 3 8 L8 x 4 x 1 2 L8 x 4 x 1 2 **per Design Up to 6'-0" L4 x x Up to 8'-3" L5 x x Up to 9'-3" ---- L6 x 4 x 3 8 L7 x 4 x 3 8 **per Design Up to 16'-3" ---- L8 x 4 x 1 2 **per Design **per Design Stucco D25 All Lintels: 4" Minimum bearing required each end * Brick is based on 40psf and Stone is based on 60psf ** Any lintels not described by the above parameters shall be specifically designed. Stucco D25

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