catspringbinder by sorel enegy

Texas Cottage Cat Spring, Texas Project Data: Single Family Residence:

Sheet Index GENERAL

Living Area 2,473 sq.ft. Porch Area 1,195 sq.ft. Back Porch Area 521 sq.ft.

G1.10

SYMBOLS AND ABBREVIATIONS

G3.10

Specifications

Project Address: ARCHITECTURAL

cat spring texas

Scope of Work: This project is for a new single family dwelling. It will have 1 story be raised off the ground with a pier and sill foundation.

Coordination Statement: Pursuant to 22 TAC 1.103, an architect's seal on the work of any consultant(s) retained by the architect attests only to the architect's cooridination of the consultant's work with that of the architect's and does not imply the architect's practice of the consultant's specialty.

A1.10

Site Plan

A2.11

1st FLOOR PLAN

A2.21

1st FLOOR RCP

A3.11

Building Elevations

A3.12

Building Elevations

A4.11

Building Sections

A4.12

Building Sections

A4.21

Framing & Water Proofing

A4.22

Framing Details

A4.23

Framing Details

A5.10

Green Technology

A6.10

Foundation Plan

A6.11

Sections & Specs

A6.12

Pier & Sill Details

A7.10

Interior Elevations

lle

18068

ich

REG

RED ARC TE ae l R . K e HI

CT TE

ISSSUED 20th october 2009

E O F TEX

esplanade 100 Jackson Suite 130 C Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527

Texas Cottage

General Requirements and Specifications

1.6

1.7

1.8

1.9

1.10

1.11

1.12

1.13

1.14

1.15

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

1.16

COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY REVIEWING THE CONSTRUCTION DOCUMENTS, INCLUDING THE SCOPE OF WORK AND ALL REQUIREMENTS NECESSARY TO COMPLETE THE WORK, FOR ALL TRADES AND SUPPLIERS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION WORK AND SUBCONTRACTORS. WORKMANSHIP: ALL WORK SHALL BE PERFORMED IN AN ORDINARY, CUSTOMARY, AND WORKMAN-LIKE MANNER AND IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND CUSTOMARY CONSTRUCTION METHODS. SUBSTITUTIONS AND COLORS: WHERE NAME BRANDS AND/OR MODEL NUMBERS ARE CALLED FOR IN THE SPECIFICATIONS, THEY ARE TO BE AS SPECIFIED OR AN APPROVED EQUAL AS DETERMINED BY THE OWNER AND ARCHITECT. WHERE COLORS OR TEXTURES ARE INDICATED, PROVIDE A MIN. 12"x12" SAMPLE PANEL FOR FINAL APPROVAL OF OWNER. INSPECTION OF PREMISES: THE CONTRACTOR IS FULLY RESPONSIBLE FOR INSPECTING THE EXISTING PREMISES OR PROPERTY AND VERIFYING ALL EXISTING CONDITIONS IN THE FIELD, INCLUDING ALL DEED RESTRICTIONS, EASEMENTS, UTILITIES, AND BUILDING REGULATIONS. HOLD HARMLESS: ALL CONTRACTORS AND SUBCONTRACTORS AGREE TO HOLD HARMLESS AND INDEMNIFY THE OWNER, ARCHITECT, ENGINEER, AND DESIGNER FOR ANY AND ALL LIABILITIES, LOSSES, AND FOR CLAIMS WHICH MAY ARISE, DIRECTLY OR INDIRECTLY, ON ACCOUNT OF THE CONSTRUCTION WORK, REGARDLESS OF THE CONTENT OF THE CONSTRUCTION DOCUMENTS. LICENSED TRADESMEN: TO THE EXTENT REQUIRED BY LAW, ALL WORK SHALL BE PERFORMED BY INDIVIDUALS DULY LICENSED AND AUTHORIZED BY LAW TO PERFORM SAID WORK. RELEASES: CONTRACTOR SHALL FURNISH OWNER EVIDENCE OF APPROPRIATE RELEASES OR WAIVERS OF LIEN FROM SUBCONTRACTORS AND TRADESMEN FOR ALL WORK PERFORMED OR MATERIALS PROVIDED PRIOR TO THE COMPLETION OF THE PROJECT. CHANGE ORDER: ALL CHANGE ORDERS SHALL BE IN WRITING AND SIGNED BY BOTH THE OWNER AND CONTRACTOR. NO ADDITIONAL CHARGES WILL BE ALLOWED ON THE BASIS OF INFORMATION PROVIDED OR NOT PROVIDED IN THE CONSTRUCTION DOCUMENTS. INSURANCE: THE CONTRACTOR WARRANTS IT IS ADEQUATELY INSURED FOR INJURY TO ITS EMPLOYEES AND OTHERS INCURRING LOSS OR INJURY AS A RESULT OF THE ACTS OF THE CONTRACTOR OR ITS EMPLOYEES OR SUBCONTRACTORS. THE CONTRACTOR AND SUBCONTRACTOR SHALL HAVE IN FORCE THE MINIMUM LIMITS OF INSURANCE INCLUDING WORKMEN'S COMPENSATION, AS REQUIRED BY LAW, FOR THE DURATION OF THE PROJECT. CLEANLINESS: CONTRACTOR AGREES TO REMOVE ALL DEBRIS AND LEAVE THE PREMISES IN BROOM CLEAN CONDITION. CONTRACTOR AGREES TO PROTECT ADJACENT PROPERTIES AND VEGETATION AND OTHER EXISTING CONDITIONS TO BE PRESERVED FROM DAMAGE DUE TO CONSTRUCTION. DISPUTES: ALL DISPUTES SHALL BE RESOLVED BY BINDING ARBITRATION IN ACCORDANCE WITH RULES OF THE AMERICAN ARBITRATION ASSOCIATION OR THROUGH MEDIATION BY A LICENSED PROFESSIONAL MEDIATOR. ACCURACY OF DOCUMENTS: THE OWNER AND CONTRACTOR RECOGNIZE THAT THERE MAY BE INACCURACIES OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS. NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS AND RESOLVE ANY PROBLEMS ARISING IMMEDIATELY PRIOR TO CONTINUING THE WORK. THE ARCHITECT, DESIGNER, AND ENGINEER SHALL NOT BE HELD LEGALLY RESPONSIBLE FOR INACCURACIES OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS. THE DESIGNER SHALL BE NOTIFIED BY THE CONTRACTOR OR OWNER IN REGARD TO ANY AND ALL CHANGES OR REVISIONS MADE TO THE CONSTRUCTION DOCUMENTS OR THE BUILDING IN THE FIELD DURING CONSTRUCTION. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY COMPLICATIONS WHICH ARISE DUE TO CHANGES OR REVISIONS MADE TO THE CONSTRUCTION DOCUMENTS OR THE BUILDING IN THE FIELD WHICH OCCURRED WITHOUT PROPER NOTIFICATION.

MAX OPEN'G ANGLE REQUIRED

MIN BEAR'G

2.2

VERIFY ANY DEMOLITION AS NECESSARY TO PROCEED WITH CONSTRUCTION OF THE PROJECT. DEMOLITION SHALL INCLUDE TEMPORARY UTILITIES, DEMOLITION PERMITS, PROTECTION OF FENCES, TREES AND STRUCTURES TO REMAIN, INCLUDING THOSE ON ADJACENT PROPERTIES, AND CONTROL OF NOISE, DUST, AND DEBRIS.

5'-0" 7'-0" 8'-0" 9'-0" 10'-0"

8" 8" 8" 9" 10"

ALL SITE PREPARATION FOR BUILDING FOUNDATION SHALL TAKE PLACE BASED ON REQUIREMENTS SET FORTH BY THE GEOTECHNICAL INVESTIGATION AND A THOROUGH UNDERSTANDING OF THE ENGINEER'S CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING TO PROPERLY LOCATE THE STRUCTURE ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE SURVEY DOCUMENT IS ACCURATE AND CORRECT PRIOR TO PLACING FOUNDATION FORMWORK.

ALL LONG LEGS VERTICAL

2.3

2.4

2.5

2.6

2.7

2.8

2.9

ESTABLISH AND CONFIRM THE FINISHED SLAB ELEVATION AND INSURE THAT IT IS TWELVE (12) INCHES ABOVE THE NEAREST MANHOLE COVER. ALL SITE PREPARATION FOR BUILDING FOUNDATION, PORCHES, DRIVEWAYS, SIDEWALKS, OTHER FLATWORK, WALLS, AND FENCES SHALL PROMOTE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATION. ALL DRAINAGE AND RUNOFF SHALL BE DIRECTED TO THE STREET. TYPICAL SLOPES FOR DRIVEWAYS, SIDEWALKS AND EXTERIOR PATIOS SHALL BE A MINIMUM OF 1% AND A MAXIMUM OF 5%. CROSS SLOPES AT SIDEWALKS AND DRIVEWAYS SHALL NOT EXCEED 2%.

PROVIDE ALL REQUIRED CURB CUTS, SUB-BASE, DRIVEWAYS, PARKING AREAS, AND OTHER PAVING. CONTRACTOR SHALL PROVIDE ALL REQUIRED FENCING, GATES, AND OTHER ENCLOSURES AND MATERIALS. ALL AREAS TO RECEIVE LANDSCAPING SHALL BE PROVIDED WITH A MINIMUM 8" DEPTH OF TOPSOIL, SMOOTHLY GRADED TO SLOPE AWAY FROM BUILDING.

3.1

3.2

CONCRETE SHALL BE 5-SACK MIX, MINIMUM 3000 PSI COMPRESSIVE STRENGHT AT 28 DAYS AND 4–5 INCH SLUMP IN STANDARD CYLINDER. REINFORCING STEEL IS ASTM A-615 GRADE 60 WITH A-305 DEFORMATIONS DETAILED AND INSTALLED AS PER ACI CODE. CHAIRS SHALL BE GALVANIZED WITH PLASTIC TIPS OR ALL PLASTIC. USE UTILITY GRADE FIR OR BETTER FOR FORM BOARDS. PROVIDE ALL REQUIRED FOUNDATIONS, GRADE BEAMS, PIERS, AND FLATWORK TO COMPLETE THE PROJECT IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION AND ENGINEER'S CONSTRUCTION DOCUMENTS.

3.3

VERIFY ALL REQUIRED FOUNDATION DROPS OR RECESSES FOR FIREPLACES, ELEVATORS, GARAGE, AND SPECIAL FLOORING.

3.4

RECESS FOUNDATION 6" AT PREFAB FIREPLACE AND 3" FOR MATERIAL AT FLUSH HEARTH.

6.1

3.6

SLOPE FINISHED FLOOR AT GARAGE AND EXTERIOR COVERED AREAS AWAY FROM THE BUILDING FOR DRAINAGE.

3.7

VERIFY THE MINIMUM FINISHED SLAB ELEVATION TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY AND THE DESIGN INTENT.

3.8

ALL FRAMING LUMBER SHALL BE #2 SYP-KD, EXCEPT THAT STUDS MAY BE STUD GRADE. ALL WALL FRAMING SHALL SPACE STUDS NO MORE THAN 16" o.c.

6.2

ALL TOP AND SOLE PLATES, HEADERS, AND SILLS SHALL BE WOLMANIZED PRESSURE TREATED #2 SYP

6.3

SECOND FLOOR FRAMING SHALL BE 18" WOOD TRUSSES U.N.O. PLACED ACCORDING TO ENGINEER DRAWINGS AND MANUF. INSTRUCTIONS.

6.4

SUB FLOOR MATERIAL OVER ANY SPANS SHALL BE 1–1/8" TONGUE AND GROOVE "STURDI-FLOOR", GLUED AND SCREWED TO FRAMING.

6.5

ROOF FRAMING SHALL BE 2X6 AND 2X8 #2 KD SYP RAFTERS PLACED AT 16" O.C. ACCORDING TO ENGINEER DRAWINGS WITH 2X8 RIDGE BEAMS AND 2X10 VALLEY BEAMS. PROVIDE CONTINUOUS RIDGE VENTS.

6.6

6.7

6.8

6.10

6.11

6.12

6.13

6.14

THRESHOLD RECESS AT ALL EXTERIOR DOORS SHALL BE 3 1/2" U.N.O.

3.5

PROVIDE ALL PLUMBING FIXTURES SELECTED BY OWNER TO COMPLETE THE PROJECT, INCLUDING WATER CLOSETS, BIDETS, LAVATORIES, SINKS, BATHTUBS, SHOWERS, FITTINGS, APPLIANCES AND EQUIPMENT.

15.3

INSTALL ALL PLUMBING AND GAS EQUIPMENT PER APPLICABLE CODES AND MANUF. SPECS.

15.4

VERIFY LOCATION OF ALL WATER AND SEWER LINES PRIOR TO FOUNDATION PLACEMENT.

15.5

WATER HEATER SHALL HAVE METAL DRIP PAN AND RELIEF LINE (SECONDARY DRAIN) FULL SIZE TO TERMINATION AT EXTERIOR WALL.

15.6

LAUNDRY FLOOR DRAIN SHALL TERMINATE AT SANITARY SEWER.

15.7

SECURE PIPING TO STRUCTURE WITH HANGERS AND STRAPS. PROVIDE SHOCK ABSORBING AIR CHAMBERS AT EACH FITTING.

15.8

FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH N.F.P.A. 13r. OBTAIN ALL REQURIRED PERMITS AND INSPECTIONS.

8.2

8.3

Division 6: Wood

6.9

Division 3: Concrete

15.2

8.4

ALL UNPAVED AREAS SHALL BE LANDSCAPED AND GRADED TO PROMOTE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATION. DETERMINE LOCATION OF EXISTING SITE UTILITIES (SANITARY SEWER, WATER, ELECTRICAL, GAS) AND SECURE CONNECTION PERMIT FROM APPROPRIATE UTILITY SERVICE COMPANIES.

3 1/2 x 3 1/2 x 5/16 4 1/2 x 3 1/2 x 5/16 5 1/2 x 3 1/2 x 3/8 5 1/2 x 3 1/2 x 3/8 6 1/2 x 3 1/2 x 3/8

PROVIDE ALL REQUIRED PLUMBING EQUIPMENT TO COMPLETE THE PROJECT, INCLUDING WATER, WASTE, AND VENT PIPES, CLEANOUTS, CHECK VALVES, AND FLOOR DRAINS, ETC.

6.15

EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD WITH "TYVEK" BUILDING PAPER TAPED AND SEALED. ROOF DECK SHALL BE 5/8" CDX PLYWOOD WITH "COOL-PLY" BACKING. REFER TO MANUF. SPECS. FOR HORIZONTAL SUPPORT APPLICATION AND DETAILS.

8.6

ALL FRAMING DIMENSIONS ARE FROM FACE OF STUD OR TO CENTERLINES OF OPENINGS. VERIFY LOCATION AND PLATE HEIGHT OF ALL DORMER, ATTIC, PONY WALL, TOWER, AND STORAGE ELEMENTS IN FIELD PRIOR TO PLACING. ALL SECOND AND THIRD FLOOR BATHS AND LAUNDRY ROOM SHALL HAVE 1 1/8" RECESS TO ACCEPT TILE FLOORING. USE "STURDI-FLOOR" ON 2X4 LEDGER BETWEEN TRUSSES MIN. CONTRACTOR SHALL VERIFY STAIR FRAMING PRIOR TO PLACEMENT. ALL STAIR FRAMING SHALL BE PER APPLICABLE CODE. MIN. CLEAR HEAD HEIGHT AT STAIRS SHALL BE 6'-10". HAND RAIL AT INTERIOR STAIR SHALL BE 36" HIGH WITH MAX. 4" BETWEEN STILES. GUARD RAIL AT INTERIOR AND EXTERIOR BALCONY SHALL BE 42" HIGH WITH MAX. 4" BETWEEN STILES. INTERIOR WOOD TRIM SHALL BE STAIN GRADE OR PAINT GRADE AS NOTED. ALL MILLWORK AND FINISHED CARPENTRY SHALL COMPLY WITH ARCHITECTURAL WOODWORK QUALITY STANDARDS AS PUBLISHED BY ARCHITECTURAL WOODWORK INSTITUTE (AWI) AND BE CUSTOM GRADE. EXCEPT AS OTHERWISE SHOWN, PROVIDE DOOR AND WINDOW HEADERS PER THE FOLLOWING SCHEDULE:

DOOR FROM GARAGE TO INTERIOR SHALL BE U.L. RATED 20 MINUTE 1 3/8" SOLID CORE SELF-CLOSING AND LATCHING WITH CLOSER. ALL GLASS WITHIN 24" OF EGRESS DOORS OR 18" OF FLOOR SHALL BE SAFETY GLAZED. ALL FRENCH DOORS AND GLASS BATH ENCLOSURES SHALL BE SAFETY GLAZED. UNDERCUT DOOR OF LAUNDRY TO ALLOW ADEQUATE GAS APPLIANCE VENTILATION. PROVIDE ALL NECESSARY HARDWARE TO COMPLETE THE PROJECT, INCLUDING HINGES, LOCKS, DEAD BOLTS, DOOR STOPS, DOOR PULLS, MASTER KEYS, ETC.

Division 9: Finishes 9.1

INTERIOR WALLS AND CEILINGS SHALL BE 1/2" GYPSUM BOARD ON FIRST AND SECOND FLOORS. WHERE CEILING HEIGHT EXCEEDS 10'-0", 5/8" GYPSUM BOARD SHALL BE USED.

9.2

ON WALLS AND CEILINGS BELOW ALL STAIRS AND IN GARAGE USE 5/8" TYPE X FIRE-RATED GYPSUM BOARD.

9.3

INTERIOR WALLS AT TUB AND SHOWER ENCLOSURES SHALL BE 1/2" CEMENT BACKER BOARD.

9.4

ALL DRYWALL TO BE TAPED, FLOATED, AND SANDED TO PRESENT A SMOOTH SURFACE, FREE OF IRREGULARITIES AND IMPERFECTIONS.

9.5

SOFFIT SHALL BE 3/8" AC PLYWOOD WITH CONTINUOUS 3" OR 4" SOFFIT VENT.

MAX. SPAN SIZE 2'-6" 2–2x4 4'-6" 2–2x6 6'-0" 2–2x8 7'-6" 2–2x10

CONCRETE SLAB SHALL RECEIVE A SMOOTH TROWELED FINISH. EXTERIOR SIDEWALKS AND DRIVEWAYS SHALL RECEIVE A LIGHT BROOM FINISH.

8.5

ALL HABITABLE ROOMS SHALL HAVE NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS. GLAZED OPENING AREA TO BE MIN. 10% OF FLOOR AREA OF ROOM.

9.6

PAINTED WALLS AND CEILINGS SHALL RECEIVE A LIGHT TEXTURE, ONE COAT PRIMER AND TWO FINISH COATS COATS OF HIGH QUALITY SATIN LATEX PAINT IN COLORS SELECTED BY OWNER. CONTRACTOR TO VERIFY WITH OWNER TEXTURE TYPE DESIRED. WALLS WITH COVERINGS SHALL RECEIVE NO TEXTURE OR PAINT. WALL COVERING IS TO BE PROVIDED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR.

9.7

PROVIDE ALL STONE, TILE, CARPET, WOOD, AND OTHER FLOOR FINISH MATERIALS NECESSARY TO COMPLETE THE PROJECT.

9.8

PROVIDE ALL KITCHEN, BATH, BAR, ETC. COUNTERTOP AND BACKSPLASH FINISH MATERIALS NECESSARY TO COMPLETE THE PROJECT.

9.10

4.1 4.2

7.1 ALL MASONRY, INCLUDING BRICK, CONCRETE MASONRY,, STONE, CAST STONE, CONCRETE PAVERS, AND RELATED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLICABLE CODES.

4.3

ALL MORTAR IS ASTM 270, TYPE S, 1 PART CEMENT, 1/2 PART HYDRATED LIME, 3–4 1/2 PARTS SAND.

4.4

ALL MASONRY VENEER WALLS TO BE INSTALLED WITH WALL TIES AT 24" o.c. HORIZONTALLY AND 16" o.c. VERTICALLY. PROVIDE WEEP HOLES AT 24" o.c. AT BASE OF WALL AND ABOVE ALL OPENINGS.

4.5

4.6

PROVIDE STEEL LINTELS AT MASONRY OPENINGS AS INDICATED IN DIVISION 5. MASONRY FIREPLACES SHALL BE CONSTRUCTED WITH FIREBRICK, STONE HEARTH, STEEL DAMPER, SMOKE CHAMBER, CLAY TILE FLUE, AND MASONRY CHIMNEY ACCORDING TO THE LATEST AMI STANDARDS.

Division 5: Metals 5.1

5.2

5.3

PROVIDE ALL REQUIRED STRUCTURAL STEEL MEMBERS AND RELATED PLATES, GUSSETS, BOLTS, SCREWS, JOISTS HANGERS, WELDS, ETC. TO COMPLETE THE PROJECT IN STRICT ACCORDANCE WITH THE ENGINEER'S CONSTRUCTION DOCUMENTS AND APPLICABLE CODES.

ROOFING SHALL BE MIN. 30-YEAR RATED ASPHALT SHINGLES ON 30# ASPHALT FELT UNDERLAYMENT.

7.2

PROVIDE FIBERGLASS BATT THERMAL INSULATION IN ALL EXTERIOR WALLS AND ABOVE ANY CEILINGS AT UNCONDITIONED SPACE.

7.3

FINISHED EXTERIOR WALL ASSEMBLY SHALL PROVIDE A THERMAL INSULATION VALUE RATING OF NOT LESS THAN R-19.

7.4

FINISHED ROOF ASSEMBLY SHALL PROVIDE A THERMAL INSULATION VALUE RATING OF NOT LESS THAN R-30.

7.5

15.12

15.13

10.1

PROVIDE ALL BATH ACCESSORIES SELECTED BY OWNER TO COMPLETE THE PROJECT, INCLUDING TOILET SEATS, TOILET PAPER HOLDERS, MIRRORS, SHOWER CURTAIN RODS, MEDICINE CABINETS, HEATERS, EXHAUST FANS, TOWEL BARS AND TOWEL RACKS.

15.15

15.17

ENSURE ADEQUATE HORIZONTAL AND VERTICAL CLEARANCES FOR THE INSTALLATION OF ALL EQUIPMENT AND APPLIANCES.

11.1

PROVIDE ALL NECESSARY EQUIPMENT AND APPLIANCES TO COMPLETE THE PROJECT. RESOLVE ANY ALLOWANCE ISSUES PRIOR TO BEGINNING THE PROJECT. PROVIDE UTILITY CONNECTIONS IN RECESSED WALL BOXES FOR ALL APPLIANCES AND EQUIPMENT REQUIRING WATER AND/OR GAS.

Division 12: Furnishings PROVIDE ALL REQUIRED ELECTRICAL AND PLUMBING FOR AN OUTDOOR POOL OR SPA.

13.2

COORDINATE ANY PERMITTING, LOCATION, AND INSTALLATION ISSUES WITH POOL CONTRACTOR.

13.3

EXCEPT AS OTHERWISE INDICATED, PRE-MANUFACTURED FIREPLACES SHALL BE MAJESTIC SUPER HEARTH 36 OR APPROVED EQUAL CONSTRUCTED WITH FIREBRICK, STONE HEARTH, STEEL DAMPER, SMOKE CHAMBER, DOUBLE WALL FLUE, AND MASONRY CHIMNEY ACCORDING TO THE LATEST AMI STANDARDS.

PROVIDE THERMAL INSULATION AT ALL HOT WATER PIPES. PROVIDE THERMAL INSULATION AT ALL WATER PIPES IN ATTIC, EXTERIOR WALLS, AND UNHEATED SPACES.

7.7

EXTERIOR SIDING AND TRIM BOARDS SHALL BE FIBER CEMENT LAP SIDING AND TRIM BOARDS AS MANUFACTURED BY JAMES HARDIE BUILDING PRODUCTS.

7.8

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

INSIDE TEMP. = INSIDE TEMP. =

PROVIDE ALL REQUIRED CONDENSING UNITS, DUCTWORK, RETURN AND SUPPLY GRILLES, THERMOSTAT CONTROLS, CONDENSATE METAL PANS AND DRAINS, ELECTRICAL, ETC. TO COMPLETE THE PROJECT. ALL DUCTWORK SHALL BE INSULATED RIGID METAL WITH SUPERIOR QUALITY ADJUSTABLE PAINTED METAL SUPPLY GRILLES. INSULATED FLEXIBLE DUCTWORK MAY BE USED FOR RETURN AIR SHAFTS AND IN DIFFICULT TO ACCESS SUPPLY AREAS. ALL SUPPLY GRILLES SHALL BE LOCATED IN A SYMMETRICAL LOGICAL PATTERN WITH REGARD TO LIGHT FIXTURES, WINDOWS, DOORS, AND ROOM CEILING. MISPLACED GRILLES WILL BE RELOCATED AT NO COST TO OWNER.

ALL HVAC EQUIPMENT SHALL BE LOCATED TO PREVENT NOISE AND VIBRATION IN ALL ROOMS OF BUILDING. HVAC FAN UNITS SHALL BE INSTALLED ON VIBRATION ISOLATORS. HVAC CONDENSING UNITS SHALL BE LOCATED ON CONCRETE PADS. VERIFY LOCATION OF HVAC CONDENSING UNITS ON SITE PLAN PRIOR TO PLACING UNITS. ALL MECHANICAL EXHAUSTS SHALL BE INSTALLED PER MANUF. SPECS AND TERMINATE AT THE EXTERIOR OF THE BUILDING.

PROVIDE EQUIPMENT ACCESS SPACE AND POSITIVE ATTIC VENTILATION, INCLUDING CONTINUOUS SOFFIT AND RIDGE VENTS.

Division 16: Electrical 16.1

PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT NECESSARY TO COMPLETE THE PROJECT, INCLUDING SWITCHES, RECEPTACLES, CONDUITS, OUTLET AND JUNCTION BOXES, BREAKER PANELS, GFCI RECEPTACLES, ETC.

16.2

VERIFY THE PROPER PLACEMENT OF ALL ELECTRICAL EQUIPMENT, INCLUDING RECEPTACLE AND SWITCH HEIGHTS, AND CEILING FIXTURE OUTLET BOXES. NEAREST EXTERIOR WALL.

16.3

ALL SMOKE DETECTORS TO BE INTERCONNECTED WITH BATTERY BACKUP.

16.4

PROVIDE GFIC RECEPTACLES WHERE SHOWN OR AS REQUIRED BY CODE. PROVIDE WATER PROOF GFIC RECEPTACLES IN GARAGE AND ON EXTERIOR. (E) PROVIDE WATERPROOF GFIC DUPLEX RECEPTACLE IN SOFFIT AT EVERY MAJOR CORNER OF THE ROOF (MINIMUM 4 REQUIRED)

16.5

PRE-WIRE AUDIO/VIDEO, COMMUNICATION, DATA AND SECURITY SYSTEMS. COORDINATE LOCATIONS WITH OWNER AND ARCHITECT.

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

VERIFY THAT THERMAL INSULATION DOES NOT BLOCK PROPER VENTILATION OF ROOF ASSEMBLY PRIOR TO INSTALLING ANY ROOFING MATERIALS.

7.6

18068

15.18

Division 13: Special Construction 13.1

SUMMER OUTSIDE TEMP. = 96 DEG. F 72 DEG. F WINTER OUTSIDE TEMP. = 20 DEG. F 75 DEG. F

lle

DOWNDRAFT EXHAUST SHALL HAVE 8" PVC LINE AND BE INSTALLED PER MANUF. SPECS AT ISLAND OR WALL COUNTER.

15.19

Division 11: Equipment

ENSURE HVAC SYSTEM IS DESIGNED TO PROVIDE ALL-WEATHER INSIDE COMFORT LEVELS IN ACCORDANCE WITH A.R.I. STANDARDS. HIGH EFFICIENCY 12.0+ SEER OR BETTER HVAC UNITS AND 80% A.F.U.E. OR BETTER SHALL BE INSTALLED.

ich

WOODEN LOUVER RETURN AIR GRILLE SHALL BE LOCATED 10" A.F.F.

TRANSITION FROM WOOD FLOOR TO ANY OTHER FLOOR MATERIAL SHALL HAVE A FLUSH 2–1/4" TRANSITION STRIP OF THE SAME MATERIAL AS THE WOOD FLOOR.

11.3

PROVIDE ALL REQUIRED MASONRY TO COMPLETE THE PROJECT.

15.11

15.14

Division 10: Specialties

Division 7: Thermal and Moisture Protection Division 4: Masonry

15.10

15.16

11.2

PROVIDE COMPREHENSIVE MOISTURE PROTECTION TO GUARANTEE WATER TIGHTNESS OF BUILDING, INCLUDING ROOF AND WALL ASSEMBLIES, CHIMNEYS, CHIMNEY CAPS, UNDER SLAB, WINDOWS, DOORS, AND OTHER OPENINGS. PROVIDE ALL MATERIALS NECESSARY FOR COMPREHENSIVE MOISTURE PROTECTION, INCLUDING FLASHING, COUNTER FLASHING, VAPOR BARRIERS, GUTTERS, DOWNSPOUTS, AND SEALERS.

15.9

RED ARC TE ae l R . K e HI

ALL SITE WORK SHALL BE DONE PER THE GOVERNING AUTHORITY'S CODES, ORDINANCES AND STANDARDS.

15.1

PROVIDE FIRST QUALITY WINDOWS AND DOORS. ALL WINDOW SIZES ARE NOMINAL. REFER TO MANUF. SPECS FOR ACTUAL SIZE. (B) MIN. NET CLEAR OPENING AT EGRESS WINDOWS SHALL BE 5.7 S.F. WITH SILL 36" A.F.F. MAX.

1.5

COMPLETION OF WORK: CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE INTENT OF THE ENTIRE PROJECT, INCLUDING BUT NOT LIMITED TO ALL INTERIOR AND EXTERIOR FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, MOISTURE PROTECTION, INSULATION, AND UTILITIES AS NECESSARY FOR OBTAINING A CERTIFICATE OF OCCUPANCY REGARDLESS OF INFORMATION SHOWN IN THE CONSTRUCTION DOCUMENTS.

2.1

8.1

1.4

CODES: THE PROJECT SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, LATEST REVISIONS AND SUPPLEMENTS, INVOLVING THE INTERNATIONAL BUILDING CODE, THE INTERNATIONAL RESIDENTIAL CODE, THE NATIONAL ELECTRICAL CODE, THE TEXAS MUNICIPAL LEAGUE PLUMBING CODE, THE N.F.P.A. 90A & N.F.P.A. 90B CODES FOR HVAC SYSTEMS, THE INTERNATIONAL FIRE CODE, AND APPLICABLE STANDARDS PROVIDED BY THE CONSTRUCTION CODE OF UL (UNDERWRITERS LABORATORIES INC.) ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITIES REGARDLESS OF INFORMATION SHOWN IN THE CONSTRUCTION DOCUMENTS.

STEEL LINTEL SCHEDULE:

CT TE

1.3

DRAWINGS: THE DRAWING SET IS ARRANGED FROM THE GENERAL TO THE SPECIFIC, FROM THE OVERALL VIEW TO THE DETAILED VIEW. THE DRAWINGS ARE TITLED ACCORDING TO LOCATION IN THE PROJECT AND TYPE OF DRAWING. GENERALLY, THE DETAIL DRAWINGS ARE NOT REFERENCED TO THE OVERALL VIEWS WHEN THEIR TITLE SUFFICIENTLY DESCRIBES THEIR LOCATION IN THE PROJECT. UNLESS OTHERWISE INDICATED, INDIVIDUAL DRAWINGS ARE THE SAME SCALE AS NOTED IN THE TITLE BLOCK OF THE SHEET OF WHICH THE DRAWINGS I

5.5

Division 15: Mechanical

1.2

CONSTRUCTION DOCUMENTS: CONSIST OF DRAWINGS, SPECIFICATIONS AND NOTES. IN THE EVENT OF A DISCREPANCY, THE SPECIFICATIONS AND NOTES SHALL GOVERN AS TO THE WORK TO BE COMPLETED.

Division 8: Doors and Windows

1.1

Division 2: Sitework

Job Number: 09004 Client: The Walkers

REG

Division 1: General Requirements

#Street Cat Spring, Texas 78006

MrK gj MrK keller architecture - 2009

Project History Division 14: Conveying Systems

Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:21 PM

Specifications

ALL HOT-ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A-36, STEEL PIPE TO ASTM A501. GALVANIZED STEEL SHALL CONFORM TO ASTM A525, G90. ALL WELDS SHALL BE GROUND SMOOTH WHEN EXPOSED TO VIEW AND ALL STEEL FABTICATIONS SHALL CONFORM TO A MINIMUM OF CLASS 2. ALL JOIST HANGERS, STRAP TIES, HURRICANE ANCHORS, TO BE INSTALLED IN ACCORDANCE WITH ENGINEER'S CONSTRUCTION DOCUMENTS AND MANUF. INSTRUCTIONS.

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF KELLER ARCHITECTURE : DESIGNER. THIS DRAWING SET AND ALL OF ITS CONTENTS ARE SUBJECT TO COPYRIGHT AND MAY NOT BE RESOLD, TRANSFERRED OR REPRODUCED ALL OR IN PART, WITHOUT PRIOR WRITTEN CONSENT FROM THE DESIGNER OR HIS ASSIGNS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT THE JOB SITE. THE DESIGNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT.

3 OF ____ 18 SHEET ____

G3.10

BD. B/F BITUM. BLDG. BLKG. BLK. BM B.M. BOT. B.O.C. BRG. BRG. PL. BRKT. B.S. BSMT. BTW. B.U.R. B.W. B&B B-B

BOARD BOTH FACES BITUMINOUS BUILDING BLOCKING BLOCK BEAM BENCH MARK BOTTOM BOTTOM OF CURB BEARING BEARING PLATE BRACKET BOTH SIDES BASEMENT BETWEEN BUILT-UP ROOFING BOTH WAYS BALLED AND BURLAPPED BACK TO BACK

C CAB. CB CCTV CEM. CER. CFMF CIP C.I. CIR. CJ CKBD. CLG. CLG. HT. CLR. CL. CM / cm CMU CNTR. COL. COMPRES. COMP. CONC. COND. CONF. CONST. CONTR. CONT. CORRU CORR. CG CSMT. CTR. CTSK C.T. CU. FT. CU. YD. CW C-C C.O. C.W. C.W.X.

CABINET CATCH BASIN CLOSED CIRCUIT TELEVISION CEMENT CERAMIC COLD FORMED METAL FRAMING CAST IN PLACE CAST IRON CIRCLE CONTROL JOINT CHALK BOARD CEILING CEILING HEIGHT CLEAR(ANCE) CLOSET CENTIMETER CONCRETE MASONRY UNIT COUNTER COLUMN COMPRESSIBLE COMPOSITION CONCRETE CONDITION CONFERENCE CONSTRUCTION CONTRACTOR CONTINUOUS CORRUGATED CORRIDOR CORNER GUARD CASEMENT CENTER COUNTERSUNK CERAMIC TILE CUBIC FOOT (FEET) CUBIC YARD COLD/CHILLED WATER CENTER TO CENTER CASED OPENING COOL WHITE COOL WHITE DELUXE

F.S. FTG. FT. FURN. FURR. F.V. F.V.C. F.W.C.

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

DOUBLE DEFLECTION DEPARTMENT DRINKING FOUNTAIN DOUBLE-HUNG DIAGONAL DIAMETER DIMENSION DISCONNECT DISPENSER DEAD LOAD DAMPPROOFING DOWN DOOR DOWNSPOUT DETAIL DRYWALL FURRING CHANNEL DRAWING DRAWER DEEP / DEPTH

NAT. NFHB N.I.C. NOM. NO. or # N.R. N.R.C. N.T.S.

NATURAL NON-FREEZE HOSE BIBB NOT IN CONTRACT NOMINAL NUMBER NOISE REDUCTION NOISE REDUCTION COEFFICIENT NOT TO SCALE

GALV. GAL. GA GC GD. GEN. G.I. GL GMP GR. GYP.

GALVANIZED GALLON GAUGE GENERAL CONTRACTOR GUARD GENERAL GALVANIZED IRON GLASS / GLAZING GUARANTEED MAXIMUM PRICE GRADE / GRADING GYPSUM

H HB H.C. HDCP. HDWD. HDWR. HD. H.F.S. H.M. HORIZ. HP HR HT. HVAC HW HYD.

HOSE BIBB HOLLOW CORE HANDICAPPED HARDWOOD HARDWARE HEAD HALF FULL-SIZE HOLLOW METAL HORIZONTAL HORSEPOWER HOUR HEIGHT HEATING / VENTILATING / AIR CONDITIONING HOT WATER HYDRANT

I I.D. INCAND. INCL. INFO. INSUL. INT. IN I.P.S.

O OA O.C. O.D. OFCI OFOI OH O.P. OPH OPNG. OPP. OPQ. ORD O.S. OSU O/A

OVERALL ON CENTER OUTSIDE DIAMETER OWNER FURNISHED / CONTRACTOR INSTALLED OWNER FURNISHED / OWNER INSTALLED OVERHEAD OPERABLE PARTITION OPPOSITE HAND OPENING OPPOSITE OPAQUE OVERFLOW ROOF DRAIN OVERFLOW SCUPPER OHIO STATE UNIVERSITY OUTSIDE AIR

J JAN JST. JT.

JANITOR JOIST JOINT

L LAM. LAV. LGTH. LH LV. LIN. LL LT. LVR. LWT

PART. PCF PCP PCT PED. PERF. P.G. PL. PLAST. PLAS. PLF PLBG. PLYWD. PNL. POL. PRKG. PR. PSF PSI PTD. P.V.C. PVG. PVMT. P.L. P.LAM. P/C PFP

PARTITION POUNDS PER CUBIC FOOT PORTLAND CEMENT PLASTER PORCELAIN CERAMIC TILE PEDESTAL PERFORATED PLATE GLASS PLATE PLASTER PLASTIC POUNDS PER LINEAR FOOT PLUMBING PLYWOOD PANEL POLISHED PARKING PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINTED POLYVINYL CHLORIDE PAVING PAVEMENT PROPERTY LINE PLASTIC LAMINATE PRECAST PREFINISHED PANEL

Q QT

QUARRY TILE

R INSIDE DIAMETER INCANDESCENT INCLUDE(D) INFORMATION INSULATION INTERIOR INCH(ES) INSIDE PIPE SIZE

LAMINATED LAVATORY LENGTH LEFT-HAND LEVEL LINEAR LIVE LOAD LIGHT LOUVER LIGHT-WEIGHT

SCHEDULE SOLID CORE STORM DRAIN SECTION SQUARE FOOT / FEET SINGLE-HUNG SHELVES / SHELVING SHEATHING SHEET SHEET GLASS SHOWER SIMILAR SPECIFICATION SPEAKER SQUARE STAINLESS STEEL SANITARY SEWER STABILIZE(D) STATION SOUND TRANSMISSION COEFFICIENT STANDARD STEEL STORAGE STRUCTURE / STRUCTURAL SUSPENDED SWITCH SYMMETRICAL SYNTHETIC SYSTEM SUPPLY AIR DIFFUSER SUPPLY AIR

SECTION

RELOCATED FLUOR. LIGHT FIXTURE

ELEVATION

CONCRETE

NORTH ARROW

EXISTING FIXTURE TO BE REMOVED DETAIL REFERENCE

A5 A5.21

PRECAST CONCRETE

DETAIL NUMBER (LOCATION ON SHEET) SHEET NUMBER

A1 A3.21

CMU

ELEVATION (INTERIOR AND EXTERIOR) BUILDING SECTION

C1 A4.14

BRICK

SURFACE-MTD. FLUOR. LIGHT FIXTURE

INTERIOR

EXTERIOR

NON-DIRECTIONAL SECTION DETAIL

C1 A2.41

FINISHED WOOD

RCP R.C.P. RD REBAR RECEPT. RECEP. RECOM. REC. REF. REG. REINF. REQ'D. RES. RET. REV. RE RFG. RH R RM R.O. R.O.W. RAD. R/AG R/A

REFLECTED CEILING PLAN REINFORCED CONCRETE PIPE ROOF DRAIN REINFORCING BAR RECEPTION RECEPTICLE RECOMMENDATION RECESSED REFRIGERATOR REGULATION REINFORCED REQUIRED RESILIENT RETURN REVERSE / REVISION REFER TO ROOFING RIGHT-HAND RISER ROOM ROUGH OPENING RIGHT OF WAY RADIUS RETURN AIR GRILLE RETURN AIR

T.B. TCOC TEL. TEMP. THK. THRES. TINT. TKBD. T.O.C. TOL. T.O.S. T.O.S.S. T.O.W. T.P.D. TRANS. TRZO. T T&G T.S. T.T.C. TV TYP.

TOWEL BAR TEXTURE COATING ON CONCRETE TELEPHONE TEMPERED / TEMPORARY / TEMPERATURE THICK(NESS) THRESHOLD TINTED TACKBOARD TOP OF CURB / CONCRETE TOLERANCE TOP OF STEEL / SLAB TOP OF STRUCTURAL SLAB TOP OF WALL TOILET PAPER DISPENSER TRANSFER TERRAZZO TREAD TONGE & GROOVE TUBE STEEL TELEPHONE TERMINAL CABINET TELEVISION TYPICAL

ENLARGED DETAIL

UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE UNIVERSITY OF CALIFORNIA URINAL

A8.12

ROOM / INTERIOR ELEVATIONS VIEW DIRECTION / ELEVATION NUMBER SHEET LOCATION NUMBER

GLASS/MIRROR

INTERIOR ELEVATION SHEET LOCATION NUMBER ELEVATION NUMBER

A1/A8.10

STEEL

ALUMINUM

XFMR.

BRASS/BRONZE

GRADE/EARTH

+11'-4"

SAND

EXIT SIGN (HATCHING INDICATES DIRECTION OF EGRESS)

VERTICAL ELEVATION

EL. 11.25'

EXISTING ELEVATION

EL. 11.25'

NEW ELEVATION

B4 OR

DISCONT. WOOD SHIM

PARTITION TYPE (RE: PARTITION SCHEDULE FOR DESCRIPTION)

B4 2

FIRE ALARM HORN

SMOKE DETECTOR

THERMOSTAT

IONIZATION DETECTOR

SPEAKER SPRINKLER HEADS

ROOM / DOOR NUMBER (RE: DOOR SCHEDULE)

SPRAYED FIREPROOFING

BATT/BLANKET INSUL.

RIGID INSUL.

SINGLE POLE LIGHT SWITCH

WINDOW / GLAZING TYPE (RE: WINDOW SCHEDULE)

WA.1

3-WAY LIGHT SWITCH

4-WAY LIGHT SWITCH

ACCESSORY / PLAN / KEYED NOTE

EQUIPMENT NOTE

CPT-1

FLOOR/CEILING FINISH NOTE

SS-1

MISCELLANEOUS FINISH NOTE

EXHAUST OR FAN SWITCH

EXHAUST OR LIGHT SWITCH

SWITCHED DUPLEX OUTLET 4 PLEX OUTLET SPECIAL PURPOSE OUTLET

BREAK LINE

COLUMN GRID INDENTIFICATION

JOINT FILLER

1 ACOUS. CEILING

AND

PER

CARPET

SQUARE PLUS OR MINUS

VOICE ONLY - SINGLE / DUPLEX / 4 PLEX

S/A DIFFUSER

MrK gj MrK keller architecture - 2009

Project History

VOICE AND DATA - DUPLEX AND 4 PLEX

FLUSH FLOOR MTD. "J" BOX W/ VOICE AND/OR DATA (COORDINATE EXACT LOCATION W/ OWNER AND PROPOSED FURNITURE LAYOUT)

SUSPENDED ACOUSTICAL CEILING GRID

Document Information CAD FILE NAME: 09004_Walker_prj08.pln

DATA ONLY - SINGLE / DUPLEX / 4 PLEX

FLUSH FLOOR MTD. "J" BOX W/ DUPLEX OR 4 PLEX OUTLET (COORDINATE EXACT LOCATION W/ OWNER AND PROPOSED FURNITURE LAYOUT)

PLATE ANGLE

MATCH LINE

ROUND/DIAMETER

MATCH LINE RE: A2.04

CHANNEL

conceptual

BASE FINISH

TRANSFORMER

SYMBOLS

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

DUPLEX OUTLET SPECIFIC MOUNTING HEIGHT (AS REQ'D.)

WALL/BASE FINISH NOTE WALL FINISH

PT-1 B-1

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

Drawing Issue:

ROOF DECK INSUL.

BACKER ROD & SEALANT

[

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

220V OUTLET

Legal Notes

CEILING FAN W/ LIGHT KIT

GRAVEL

GYPSUM SHEATHING

CENTERLINE

E O F TEX

REVISION NUMBER AND AFFECTED AREA

GYPSUM WALLBOARD

18068

CEILING FAN

101.1

lle

101

W WATER CLOSET WINDOW WOOD WIDE FLANGE WALL-HUNG WROUGHT IRON WATERPROOF(ING) WATER RESISTENT WEIGHT WELDED WIRE FABRIC WORK POINT WARM WHITE WARM WHITE DELUXE WITH WITHIN WITHOUT

SURFACE-MTD. LIGHT FIXTURE

ich

UNDER CABINET LOW VOLTAGE FIXTURE

ROOM IDENTIFICATION ROOM NUMBER (AS REQ'D.)

ROOM NAME

RED ARC TE ae l R . K e HI

LOW VOLTAGE TREAD LIGHT

PLYWOOD (LOW & HIGH DETAIL) WC WDW. WD. WF WH W.I. WP. WR. WT. W.W.F. W.P. W.W. W.W.X. W/ W/I W/O

WALL-MOUNTED (SCONCE) FIXTURE

DIRECTIONAL SPOT (EYEBALL) LIGHT FIXTURE

V VACUUM VINYL COMPOSITION TILE VERTICAL VESTIBULE VINYL WALL COVERING

PENDANT LIGHT FIXTURE

FEATURE/CHANDLIER TYPE LIGHT FIXTURE

CONT. WOOD BLOCKING VAC. V.C.T. VERT. VEST. V.W.C.

DIRECTIONAL (WALL-WASHER) FIXTURE

METAL LATH & PLASTER

U UL U.N.O. UofC UR.

RECESSED (CAN) LIGHT FIXTURE FIXTURE DESIGNATION (IF REQUIRED)

SECURITY LIGHT FIXTURE

CERAMIC/QUARRY TILE

Job Number: 09004 Client: The Walkers

WALL SECTION / SECTION DETAIL

C3 A5.21

NATURAL STONE

EXISTING FIXTURE TO REMAIN

C1 A4.14

CAST/CUT STONE

P G

SCHED. S.C. SD SECT. SF SH SHVL. SHTHG. SHT. SHT. GL. SHWR. SIM. SPEC. SPKR. SQ. S.S. SS STAB, STA. S.T.C. STD. STL. STOR. STRUCT. SUSP. SW SYM. SYN. SYS. S/AD S/A

#Street Cat Spring, Texas 78006

FIRE ALARM FIRE CODE FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FIRE HYDRANT FINISH / FINISHED FIXTURE FLOORING FLOOR FLASHING FLUORESCENT FLOOD PROTECTION WALL FLOW LINE FACTORY MUTUAL FOUNDATION FIREPROOF(ING) FOOD SERVICE EQUIPMENT CONTRACTOR FULL SIZE FOOTING FOOT / FEET FURNISH FURRED / FURRING FIELD VERIFY FIRE VALVE CABINET FABRIC WALL COVERING

D DBL. DEFL. DEPT. DF D.H. DIAG. DIA. DIM. DISC. DISP. D.L. DMPFG. DN DR. DS DTL. DWC. DWG. DWR. D. / d.

MFR. MH MIN. MISC. M.L. MLDG. M.O. MTD. MTG. MTL. MULL.

METER MILLIMETER MACHINE MAINTENANCE MASONRY MATERIAL MAXIMUM MECHANICAL MECHANICAL / ELECTRICAL / PLUMBING MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS METAL LATH MOULDING MASONRY OPENING MOUNTED MOUNTING METAL MULLION

F FA F.C. FD FE FEC FHC FH FIN. FIXT. FLRG. FLR. FLSHG. FLUOR. F.P.W. FL F.M. FND. FRPF. FSEC

M/m MM / mm MACH. MAINT. MAS. MATL. MAX. MECH. MEP

NEW FLUOR. LIGHT FIXTURE

EACH ELECTRIC DRINKING FOUNTAIN EXTERIOR FACE OF BUILDING EXPANSION JOINT ELASTIC / ELASTOMERIC ELECTRICAL ELEVATOR ELEVATION EMERGENCY EXPLOSION PROOF EQUIPMENT EQUAL ELASTIC SHEET ROOFING EACH WAY ELECTRIC WATER COOLER ELECTRIC WATER HEATER EXHAUST EXISTING EXPANSION EXPOSED EXTERIOR

EA. EDF EFOB EJ ELAS. ELEC. ELEV EL. EMER. EP EQUIP. EQ. ESR E.W. EWC EWH EXH EXIST. EXPAN. EXP. EXT.

CT TE

ANCHOR BOLT ABOVE ACCESS / ACCESSIBLE ACCESS FLOOR ACCESS PANEL ALUMINUM COMPOSITE METAL ACOUSTICAL ACOUSTICAL CEILING TILE ADJUSTABLE ADJACENT AREA DRAIN ABOVE FINISH FLOOR AGGREGATE ALTERNATE ALUMINUM ANCHOR / ANCHORAGE ANGLE ANODIZED APPROXIMATE ARCHITECT / ARCHITECTURAL AUTOMATIC AUXILIARY AVENUE AVERAGE AIR CONDITIONING AUDIO VISUAL

AB ABV. ACC. ACC. FL. ACC. PNL. ACM ACOUS. A.C.T. ADJUST. ADJ. AD A.F.F. AGG. ALT. ALUM. ANCH. ANG. ANOD. APPROX. ARCH. AUTO. AUX. AVE. AVG. A/C A/V

Texas Cottage

SYMBOLS

MATERIAL REPRESENTATIONS

REG

ABBREVIATIONS

"J" BOX FOR FUTURE/OTHER CONNECTION

CABLE PULL FOR FURNITURE

POWER POLE

Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:21 PM

SYMBOLS AND ABBREVIATIONS

R/A GRILLE EXHAUST DIFFUSER EXHAUST FAN W/ LIGHT FIXTURE EXHAUST FAN W/O LIGHT FIXTURE

2 OF ____ 18 SHEET ____

G1.10

Texas Cottage

#Street Cat Spring, Texas 78006

lle

SCALE: 1/2" = 1'-0"

18068

REG 0

ich

D3 Kitchen Island

RED ARC TE ae l R . K e HI

CT TE

Job Number: 09004 Client: The Walkers

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

C2 Kitchen

SCALE: 1/2" = 1'-0"

C3 Kitchen

SCALE: 1/2" = 1'-0"

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue: 3/4" STATUARY MARBLE

conceptual

4" WOOD POST TYP. 3/4" STATUARY MARBLE

Document Information

2" WOOD TYP.

CAD FILE NAME: 09004_Walker_prj08.pln

5 9/16"

2'-1 9/16"

5 5/8"

MrK gj MrK keller architecture - 2009

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

8'-0"

Project History

A3 Kitchen Island

SCALE: 1/2" = 1'-0"

A2 Kitchen

Date: 00.00.00 00.00.00 00.00.00 00.00.00 0

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

SCALE: 1/2" = 1'-0"

Interior Elevations

18 OF ____ 18 SHEET ____

A7.10

Texas Cottage

#Street Cat Spring, Texas 78006

Job Number: 09004 Client: The Walkers C

FOOTING & CMU PILASTER

#4 DWLS @ 16" O.C.

FLOOR RE: ARCH.

SOLID BLOCKING

FIRST FLOOR

BEAM RE: PLAN

PROVIDE 2 SIMPSON HOLD-DOWN (PA23) @ EVERY CMU PILASTER (W/ 8" MIN. EMBEDMENT)

HURRICANE STRAPS (SIMPSON H6) @ EA. END OF BEAM STRINGER RE: PLAN

STRINGER RE: PLAN

PROVIDE 2 SIMPSON HOLD-DOWN (PA23) @ EVERY CMU PILASTER (W/ 8" MIN. EMBEDMENT)

NOTE: SEE SECTION 6 FOR ALL INFO NOT SHOWN

MATCH STUD WIDTH RE: PLAN

1'-0"

ich

lle

18068

E O F TEX

Legal Notes

4- #5 EA. WAY TOP & BOTTOM

1-#4 CONT. #3 VERT. x @ 18" O.C. PROVIDE WHERE CURB HEIGHT EXCEEDS 5"

ELEV. 0'-0"

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

CLEAN TOP OF FOOTING THOROUGHLY (TYP.)

3'-0"

RED ARC TE ae l R . K e HI

SECTION:TYPICAL EXTERIOR GRADE BEAM

4- #5 X 1'-0" @ EACH FOOTING

2'-0"

TYP. GRADE BEAM REINF. 2-#5 TOP & BOTT. CONT. W/ #3 STIR. @ 18" O.C.

W=12"

1'-4"

JOISTS RE: PLAN

HURRICANE STRAPS (SIMPSON H6) @ EA. END OF BEAM

16"x16" CMU PILASTER W/16" LADDER TYPE JOINT REINF. @ 16" O.C. FILL ALL CELL (SEE DETAIL "A")

6 MIL POLY VAPOR BARRIER

BEAM RE: PLAN

JOISTS RE: PLAN

2-2x8 TREATED SLEEPER x 1'-4" FINISH GRADE

2" SAND LAYER

FIRST FLOOR

HURRICANE STRAPS (SIMPSON H4) @ EVERY OTHER JOIST

FLOOR RE: ARCH.

CT TE

STRINGER RE: PLAN

WOOD COLUMN RE: PLAN

HURRICANE STRAPS (SIMPSON LSTA 36) @ EVERY OTHER STUD

FLOOR RE: ARCH.

STUD WALL

1'-0"

ELEV. 0'-0"

REG

EXTERIOR WALL FINISH. RE: ARCH.

FLOOR JOISTS RE: PLAN

FIRST FLOOR

2'-3"(±)

STUD WALL

2'-0"

FOOTING & CMU PILASTER

1'-8"

EXTERIOR SHEATHING RE: GENERAL NOTES SHEET S2.1 & S2.2

FOOTING & CMU PILASTER

(TYP.)

D=24"

DRILLED PIER & GRADE BM (TYP.) TYP. SLAB REINF. RE: PLAN

RE: SECTION 1 FOR ALL INFORMATION NOT SHOWN

RE: SHEET S1.1 FOR CMU PILASTER DETAILS

FOOTING & CMU PILASTER

5 SECTION:TYPICAL EXTERIOR FOOTING @ PORCH

PORCH

FOOTING & CMU PILASTER

INTERIOR

ELEV. 0'-0"

11 1/4"

FOOTING & CMU PILASTER D

SECTION:TYPICAL GRADE BEAM @ STUDWALL CURB

RE: PLAN

3 SECTION:TYPICAL EXTERIOR FOOTING

1/2"

1 SECTION:TYPICAL EXTERIOR FOOTING

WOOD COLUMN RE: PLAN

FLOOR RE: ARCH.

FLOOR RE: ARCH. FIRST FLOOR

FIRST FLOOR

2 LAYERS OF 2-2x8 (TREATED)

STRINGER RE: PLAN

SOLID BLOCKING

FLOOR JOISTS RE: PLAN

STRINGER RE: PLAN

RIP TOPS OF 2x10 JOISTS TO ACHIEVE SLOPE 2-2x12 TREATED SLEEPER x 1'-0"

PROVIDE 2 SIMPSON HOLD-DOWN (PA23) @ EVERY CMU PILASTER (W/ 8" MIN. EMBEDMENT)

SOLID BLOCKING FLOOR RE: ARCH.

FIRST FLOOR

FLOOR JOISTS/ BEAMS RE: PLAN SOLID BLOCKING

EXTERIOR STUDS

FLOOR JOISTS/ BEAMS RE: PLAN

FLOOR JOISTS RE: PLAN STRINGER RE: PLAN

2 LAYERS OF 2-2x8 (TREATED)

SECTION:TYPICAL GRADE BEAM @ GARAGE ENTRY

PROVIDE 2 SIMPSON HOLD-DOWN (PA23) @ EVERY CMU PILASTER (W/ 8" MIN. EMBEDMENT) STAIR STRINGER AND CONNECTION TO CONC. RE: ARCH. DWGS HOLD-DOWN (PA18) @ EACH STRINGER #3X 3'-0" @ 18"

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

2'-0"

FLATWORK RE: ARCH

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

#3 @ 18" O.C. TIES 2-#5 CONT. 2'-0"

RE: SECTION 1 FOR ALL INFORMATION NOT SHOWN

2 SECTION:TYPICAL INTERIOR FOOTING

4 SECTION:TYPICAL EXTERIOR FOOTING @ PORCH

RE: SECTION 1 FOR ALL INFORMATION NOT SHOWN

6 SECTION:TYPICAL INTERIOR FOOTING @ PORCH

(TOP & BOTTOM)

TYPICAL FOOTING @ EXTERIOR STAIR STRINGER DETAIL

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Pier & Sill Details

17 OF ____ 18 SHEET ____ 0

SCALE: 1/2" = 1'-0" THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF KELLER ARCHITECTURE : DESIGNER. THIS DRAWING SET AND ALL OF ITS CONTENTS ARE SUBJECT TO COPYRIGHT AND MAY NOT BE RESOLD, TRANSFERRED OR REPRODUCED ALL OR IN PART, WITHOUT PRIOR WRITTEN CONSENT FROM THE DESIGNER OR HIS ASSIGNS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT THE JOB SITE. THE DESIGNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT.

A6.12

Texas Cottage

#Street Cat Spring, Texas 78006

DESIGN CRITERIA

Job Number: 09004 Client: The Walkers

GENERAL

GENERAL NOTES FOR FOUNDATION SYSTEM

1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2000 INTERNATIONAL BUILDING CODE.

2.1.THECONTRACTOR STRUCTURE HASSHALL BEEN DESIGNED WITHSTANDTHOROUGHLY THE WIND PRESSURES FOR W/ 110 THE CONTENTS OF REVIEW TO & BECOME FAMILIAR REFERENCED SOILS WHICH WILL BEABOVE CONSIDERED AN CODE. INTEGRAL PART OF THE MPH 3 SECOND GUST WINDREPORT, SPEED AS SPECIFIED IN THE REFERENCED CONSTRUCTION DOCUMENTS. ANY PROBLEMS ARISING FROM THE CONTRACTOR'S LACK OF

3. THE DESIGN DEAD LOADS ARE AS SHOWN ONBE TRUSS LOADING SCHEDULE FAMILIARITY WITH SOILS REPORT SHALL THE RESPONSIBILITY OF THE CONTRACTOR. THE CODE RECOMMENDED LIVE LOADS ARE AS FOLLOWS: CONTRACTOR SHALL SHALL VERIFY ALL DIMENSIONS & ELEVATIONS W/ ARCHITECTURAL DRAWING.................. BEFORE FABRICATION. ROOF 20 PSF

RESIDENTIAL FLOOR .................. 40 PSF STAIRS .................. 100 PSF CORRIDORS .................. 100 PSF RESIDENTIAL BALCONIES .................. 60 PSF

SUBGRADE PREPARATION AND FILL:

OF7. SOILTESTING: IN THE GENERAL AREA. ALL COMPACTED FILL SHALL BE TESTED BY A CERTIFIED TESTING AGENCY AT THE

T.O. SLAB

2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING ALLOWABLE SOIL BEARING PRESSURES:

SITE DRAINAGE: TOTAL LOADS ............. 2,500 PSF

11"

5. 6.

BARS - CONFORM TO ASTM A-615-GRADE 60, DOWELS AND STIRRUPS - GRADE 40. WELDED WIRE FABRIC - CONFORM TO ASTM A-185 OR A-409, FURNISHED IN FLAT SHEETS AND MUST BE SUPPORTED ON CHAIRS SPACED 4'-0" O.C. MAXIMUM EACH WAY. DETAILING - CONFORM TO ACI DETAILING MANUAL, 315-80. REINFORCING STEEL COVERAGE: FOOTINGS 3" BOTTOM AND SIDES 1'-0" 3" BOTTOM, 2" SIDES (3" SIDES IF EARTH FORMED) GRADE BEAMS 1 1/2" TOP, SLABS ON GRADE 1 1/4" TOP WALLS 1 1/2" LAP CONTINUOUS REINFORCING STEEL 36 BAR DIAMETERS. SLAB REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS, @ A 4'-0" MAXIMUM SQUARE GRID. GRADE BEAM BOTTOM REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS @ 6'-0" MAXIMUM SPACING.

DRILL & EPOXY #4 DLWS. @ 24" INTO EXISTING GRADE BEAM

CRAWL SPACE NOTES

CONTINIUOUS 12/36 6 #5 VERTICAL

#3 STIRRUPS AT 12"

INCREASE SHAFT DIAMETER IF SLOUGHING OCCURS

5'-3"

6'-9 1/2"

H10A SIMPSON TIE AT WOOD RAFTER TYP.

4'-9 1/4"

3/4" LAG BOLT AT 3'-0" CENTERS

EXISTING RAISED FLOORING TO REMAIN 12/36 PIERS TYP.

36" UNDERREAM DIAMETER

19'-1"

TS 5"X5"X1/4" SHEAR SKELETON

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

8"X8" HEAVY TIMBER

Drawing Issue:

48" UNDERREAM DIAMETER FIELD WELD TYPICAL

4. INSULATION: PROVIDE COTTON BATTS SPRAY INSULATION UNDER CRAWL SPACE. PL

3/4"=1'-0"

EMBEDMENT

Document Information 0

1/2''

1''

CAD FILE NAME: 09004_Walker_prj08.pln

2''

= 1'-0"

TS 5"X5"X1/4" SHEAR SKELETON @ COLUMN

12'-0"

SCALE: 1'

19'-9 1/4"

B3 Drilled Pier Detail

conceptual

10'-0" PLATE HEIGHT

7'-0"

18''

CONTINIUOUS 16/48

1'-3"

3. FOUNDATION VENTILATION: UNDERFLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATION WALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THE REQUIRED AREA OF SUCH OPENINGS SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES. THEY SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH MESH OPENINGS OF r INCH IN DIMENSION.

1'-0"

12''

SCALE: 1 1/2"= 1'-0"

10'-0"

2'-0" (MATCH EXISTING - 2'-0" MIN)

6''

1" DIA. ALL-THREAD

2. ACCESS: ACCESSIBLE UNDERFLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM 18-INCH BY 24-INCH ACCESS OPENING UNOBSTRUCTED BY PIPES, DUCTS AND SIMILAR CONSTRUCTION. ALL UNDER-FLOOR ACCESS OPENINGS SHALL BE EFFECTIVELY SCREENED OR COVERED. PIPES, DUCTS AND OTHER CONSTRUCTION SHALL NOT INTERFERE WITH THE ACCESSIBILITY TO OR WITHIN UNDERFLOOR AREAS.

Project History 8X8X3/16 STEEL PLATE AT COL.

0'-0" FINISH FLOOR

SEE PLAN FOR SLAB NOTE

MrK gj MrK keller architecture - 2009

EXISTING SLAB TO REMAIN 12/36 PIERS TYP.

7'-0"

3/4"=1'-0"

SEE PLAN FOR SLAB NOTE

Date: 00.00.00 00.00.00 00.00.00 00.00.00

12" CONC. PIER

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

FIN FLR SEE PLAN

Sections & Specs

2'-0"

2'-0" (MATCH EXISTING - 2'-0" MIN)

chitecture:keller_architecture:08018_mf_hampton:Construction_Documents:08018_Hampton_PRJ_05.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

4 #5 VERTICAL

45 MA

C1 Base Plate Detail

HOOP TIES

14"

1. UNDERFLOOR CLEARANCE: WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CLOSER THAN 18 INCHES OR WOOD GIRDERS CLOSER THAN 12 INCHES TO THE GROUND UNDERFLOOR EXISTING SLAB AREAS AND THEIR SUPPORTS, SHALL BE TREATED WOOD OR ALL HEARTWOOD OF APPROVED NATURALLY DURABLE SPECIES AS LISTED IN IBC 2000.

FIN FLR

7 1/2"

BEAM REINF. 3-#5 TOP & BOTT. CONT & #3 STIRR @ 12" O.C.

VERTICAL REINFORCING

9'-4 1/2"

3/4"=1'-0"4.

7 1/2"

SEE ARCHITECTURAL DRAWINGS FOR FLOOR ELEVATIONS, SLOPES AND THE LOCATION OF FLOOR DEPRESSIONS.

7'-0"

CONCRETE SHOULD BE PLACED IN THE FOOTING EXCAVATIONS AS SOON AS POSSIBLE BUT NO LATER THAN THREE HOURS AFTER EXCAVATION TO MINIMIZE THE POSSIBILITY OF CAVING OF DRILLED EXCAVATION WALLS. CLEAN TOPS OF PIERS AND BOTTOM OF GRADE BEAM TRENCHES THOROUGHLY PRIOR TO PLACEMENT OF CONCRETE IN THE GRADE BEAMS.

REINFORCING STEEL: 1. 2.

#3 STIRRUPS AT 6"

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE "ACI STANDARD BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE: (ACI 318-99)". NORMAL WEIGHT CONCRETE (W = 145 PCF) WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c) = 3000 PSI.

3" CLR.

7 1/2"

SEE PLAN FOR SLAB NOTE

SHAFT DIA

SEE FOUNDATION NOTES FOR FOUNDTION DEPTH BELOW EXISTING GRADE

2'-0" (MATCH EXISTING - 2'-0" MIN)

E O F TEX

18068

5 1/2"

IT IS RECOMMENDED THAT SITE DRAINAGE BE WELL DEVELOPED. SURFACE WATER SHOULD BE BEARING DEPTH ......... 2'-0" BELOW EXISTING GRADE DIRECTED AWAY FROM THE FOUNDATION SOILS. (USE A MINIMUM SLOPE OF 5% WITHIN 10 FEET OF THE FOUNDATION). NO PONDING OF SURFACE WATER SHALL BE ALLOWED NEAR THE STRUCTURE DURING OR AFTER COMPLETION OF THE CONSTRUCTION & THE LANDSCAPING. THE BUILDER SHALL ADVISE THE OWNER OF THE SITE DRAINAGE REQUIREMENTS.

FIN FLR

lle

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

RATE OF ONE TEST PER 1,000 SQUARE FEET OF EACH LIFT.

CONCRETE:

ich

Legal Notes

FOUNDATION

REG

CONCRETE

RED ARC TE ae l R . K e HI r

STRIP AREAS WITHIN BUILDING LINES TO REMOVE ALL VEGETATION, TOP SOIL AND DEBRIS. FOLLOWING STRIPPING, PROOF ROLL EXPOSED SUBGRADE TO IDENTIFY WEAK OR SOFT AREAS. SUCH ZONES SHALL BE REMOVED AND REPLACED WITH SELECT FILL. 3. GRADE AREA TO PREVENT PONDING OF WATER. DO NOT ALLOW EXPOSED SUBGRADE TO DRY. FILL SHALL BE SELECT MATERIALS 4.ALLALL 1. CONCRETE SHALL HAVE NATURAL SANDFOLLOWS: FINE AGGREGATE AND NORMAL CLEAN SANDYAGGREGATES CLAY, FREE OF ORGANIC MATTER WEIGHT COARSE CONFORMING TO ASTM C33, TYPE I PORTLAND PLASTICITY INDEX (PI) : 7 TOC150, 20 %AND A 28 DAY LIQUID LIMIT: 28 TO 40 % CEMENT CONFORMING TO ASTM COMPRESSIVE STRENGTH (F'c) 3000 PSI. BE PLACED IN MAXIMUM LOOSE LIFTS OF 8 INCHES AND COMPACTED TO AT FILL SHALL 5. OF LEAST 95% OF STANDARD PROCTOR (ASTM D698 MAXIMUM DRY DENSITY AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT. 6. PROVIDE 1-8" LOOSE LIFTS OF COMPACTED FILL (TOTAL COMPACTED FILL THICKNESS = 6") AND 2" LEVELLING SAND. (NOTE THAT EXISTING GRADE MAY HAVE TO BE CUT TO ACHIEVE THE 1. THECOMPACTED SUBSURFACE INFORMATION AND FOUNDATIONHEREIN.) DESIGN ARE BASED ON AN ASSUMPTION FILL DEPTH SPECIFIED

CT TE

1. 2.

A2 Drilled Pier Detail

16 OF ____ 18 SHEET ____ SCALE: 1/4" = 1'-0"

1'-0"

Pier layout SCALE: 1/4" =

1'-0"

A6.11

ROOF BREAK

7. ROOF DECKING TO BE 1/2" C.D.X. WITH PANEL SPAN RATING OF 24-0. RE: GENERAL NOTES FOR OTHER REQUIREMENTS. 8. RE. ARCH. DWG'S FOR ROOF SLOPES & OTHER DATA NOT CONTAINED HEREIN.

ALL BEAMS & HEADERS SHALL BE #2 S.Y.P. (U.O.N.)

ALL BEAMS & HEADERS SHALL BE 2-2x12 (U.O.N.)

PROVIDE DOUBLE FRAMING @ CEILING OPENINGS LARGER THAN 24" SQUARE (TYP. U.O.N.)

DESIGNATES BEAM HANGER. IF NOT IDENTIFIED ON PLAN, USE TYPICAL HANGERS SPECIFIED IN GENERAL NOTES.

DESIGNATE STEEL & WOOD COLUMNS.

DESIGNATE PLYWOOD DECKING

DESIGNATE FURR-DOWN CEILING.

10.

DESIGNATES SHEAR WALL.

11.

DESIGNATES SHEAR WALL TYPE. RE: SCHEDULE, NOTES,

9. RE. SHEETS S2.2 FOR FRAMING GENERAL NOTES, TYP. DETAILS & SCHEDULES. BS

BRACE TO STRONGBACK

BRACE TO DOUBLE JOIST (ONE SIZE LARGER THAN CLG JOIST)

10'-0"

9'-8 13/16"

12x36 12' DEEP PIERS CENTERED AT EACH FOOTING

13'-2 3/8"

2" x 12" joist @16 O.C.

AND DETAILS ON SHEET S2.1.

12.

DESIGNATES SHEAR WALL HOLD-DOWN ANCHOR.

13.

DESIGNATE COL. FROM FLR. ABOVE (STEEL OR WOOD PER NOTE 9)

14.

ALL COLUMNS FROM FLOOR ABOVE MUST BE EITHER:

8'-7 5/16"

RE: SHEET S2.2 FOR ALL FRAMING NOTES, DETAILS, & SCHEDULES.

2" x 12" joist @16 O.C.

(2) 2X12

ich

lle

18068

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

11'-9 3/16"

(2) 2" x 12" SILL

B. CONTINUED TO SLAB BELOW. (MATCH SIZES)

RED ARC TE ae l R . K e HI

A. SUPPORTED ON A BEAM @ THIS LEVEL.

15.

Job Number: 09004 Client: The Walkers

BRACE TO BEAM

10'-2 9/16"

10'-5 1/4"

CT TE

10'-10 1/2"

2x6 CONTINUOUS PURLIN

12'-5 1/4"

5. PROVIDE DOUBLE FRAMING @ EDGES OF ALL ROOF OPENINGS LARGER THAN 24". 6. PROVIDE DOUBLE RAFTERS UNDER ALL DORMER WALLS (U.O.N.).

RIDGE

ALL JOISTS SHALL BE #2 S.Y.P. (U.O.N.)

HIP VALLEY

4. DEPTH OF RIDGE BEAM, HIP OR VALLEY RAFTER: A. SHALL BE ONE SIZE WIDER THAN THE LARGEST RAFTER FRAMING INTO IT (EXAMPLE: 2x8 BEAM FOR 2x6 RAFTER); B. SHALL MATCH OR EXCEED THE CUT END OF THE RAFTER.

12x36 12' DEEP PIERS CENTERED AT EACH TS COL.

REG

1 2 3

3. PROVIDE 2x6 COLLAR TIES AT 48" O.C. AT UPPER 1/3 OF ROOF.

ALL JOISTS ARE 2X12 @ 16" O.C. (U.O.N.)

12x36 12' DEEP PIERS CENTERED AT EACH TS COL.

26'-0"

BRACE SUPPORT DESIGNATION: (ALL BRACING TO WALLS UNLESS OTHERWISE NOTED)

6'-6 13/16"

ROOF FRAMING IS DESIGNED FOR COMPOSITION SHINGLE ROOF @ 3.5 PSF.

#Street Cat Spring, Texas 78006

19'-5 11/16"

9'-6 1/2"

2. 3.

PLAN NOTES

1. ALL RAFTERS ARE 2x6 #3 S.Y.P. AT 19.2" O.C. U.O.N. DESIGNATES BRACE (APPROXIMATELY IN THE INDICATED DIRECTION) 2. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE INDICATES A VERTICAL (OR NEARLY VERTICAL) BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT BRACE TO SUPPORTING MEMBER BELOW PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN 48" O.C.

PLAN NOTES

Texas Cottage

B5 A4.12

11'-3 1/8"

ROOF BRACING LEGEND

A4 A3.11

2" x8" joist @16 O.C. UP

7'-7 13/16"

Custom Text 1 Custom Text 2

A2 A6.11

11'-9 3/16"

UP 1

Custom Text 1 Custom Text 2

A2 A6.11

8'-0"

1 2

3 4

SLOPE

Custom Text 1 Custom Text 2

5'-2"

11'-7 1/8"

2" x8" joist @16 O.C.

11'-9"

A4 A4.11

2" x 12" joist @16 O.C.

16'-0"

TS 5" X1/4"

A4 A4.11

26'-0"

7.5"X11.5" PLAM

11'-9"

2" x8" joist @16 O.C.

A5 A3.12

11'-9"

8'-0"

11'-9"

7.5"X11.5" PLAM

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

2" x 12" joist @16 O.C.

2" x8" joist @16 O.C.

C4 A4.11

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln

2" x 12" joist @16 O.C.

8'-0"

2" x8" joist @16 O.C.

MrK gj MrK keller architecture - 2009

Project History

2" x 12" joist @16 O.C.

2" x8" joist @16 O.C. 2" x8" joist @16 O.C.

10'-3 11/16"

2" x8" joist @16 O.C.

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

2" x8" joist @16 O.C.

(2) 2X12

8'-0"

C4 A4.11

Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Foundation Plan (2) 2X12 10

Roof

16'

Attic Plan

Foundation Plan 0

SCALE: 1/8" = 1'-0" THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF KELLER ARCHITECTURE : DESIGNER. THIS DRAWING SET AND ALL OF ITS CONTENTS ARE SUBJECT TO COPYRIGHT AND MAY NOT BE RESOLD, TRANSFERRED OR REPRODUCED ALL OR IN PART, WITHOUT PRIOR WRITTEN CONSENT FROM THE DESIGNER OR HIS ASSIGNS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT THE JOB SITE. THE DESIGNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT.

15 OF ____ 18 SHEET ____ 4'

16'

SCALE: 1/8" = 1'-0"

12'

SCALE: 3/16" = 1'-0"

A6.10

ColoradoENERGY.org - R-Value Table

http://www.coloradoenergy.org/procorner/stuff/r-values.htm

Professionals Corner

R-Value Table

Texas Cottage

Insulation Values For Selected Materials

Plywood Sheathing - 1/2"

0.63

(QYHORSH 'HWDLOV 5DGLDQW %DUULHU :DOO

0.68

Percent for 16" o.c. + Additional studs

15%

85%

Total Wall Component R-Values

7.12

13.73

0.1404

0.0728

Wall Component U-Values

3 1/2" 3'-6 1/16" 6'-5"

5'-9 3/4"

Master/Study 101

17'-5"x12'-5"

DUCT

Bedroom 1

102 12'-6"x14'-7"

R/ Thickness

Insulation Materials Fiberglass Batt

3.14-4.30

Fiberglass Blown (attic)

2.20-4.30

Fiberglass Blown (wall)

3.70-4.30

Rock Wool Batt

3.14-4.00

Rock Wool Blown (attic)

3.10-4.00

Rock Wool Blown (wall)

3.10-4.00

Cellulose Blown (attic)

3.13

3.70

4.00 5.00 6.25

Polyisocyanurate (foil-faced)

7.20

D2 Mechanical Room at Attic

10/16/09 5:20 PM

0.80

Concrete Block 8"

1.11

Concrete Block 12"

1.28

Brick 4" common

0.80 0.44

Poured Concrete

0.08

Soft Wood Lumber

1.25

PERFORATED RADIANT BARRIER

1.88 4.38

CONTINUOUS INSULATION BAFFLE

6.88

/2" PLYWOOD SHEATING

12" MESH SCREEN 1. Collection surface and gutters:

Plywood

WITH 1/2" STAPLES

1.25

1/4"

0.31

3/8"

0.47

1/2"

0.63

5/8"

0.77

3/4"

0.94

Fiberboard

2.64

1X4 TRIM

1.32

25/32"

2.06

2X2 FURRING STRIPS

4.00

1. Collection surface and gutters

6.00

Extruded Polystyrene (3/4")

3.75

(1")

5.00

(1 1/2")

7.50

Foil-faced Polyisocyanurate (3/4")

PERFORATED RADIANT BARRIER OVER 15lb FELT PAPER OVER 1/4" MASONITE SHEATHING

RE: WATERPROOFING SHEET A.8 FOR WINDOW WRAP DETAILS

3.00

4 4

1/2" Fiberglass (3/4")

/2" OSB SHEATHING 6" HARDI PLANK SIDING

(1 1/2")

R-30 BLOWN INSULATION IN ATTIC

2x4 (3 1/2")

(1")

E O F TEX

SCALE: 1/4" = 1'-0"

2" nominal (1 1/2")

1.33

18068

Concrete Block 4"

lle

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

4.00

Polyurethane (foamed-in-place)

ich

Legal Notes

2.13

1.05 http://www.coloradoenergy.org/procorner/stuff/r-values.htm 4.48

Extruded Polystyrene

RED ARC TE ae l R . K e HI M

R/ Inch

Material

Sheathing Materials

5HSXUSRVH 5HF\FOH &RQFUHWH FRQWDLQV Á\DVK /RFDO DJJUHJDWH LQ FRQFUHWH /RFDOO\ UHFODLPHG 6KLSODS VLGLQJ RQ (OHYDWLRQ /RFDOO\ UHF\FOHG :RRG )ORRULQJ 5HSXUSRVHG ZRRGHQ ZLQH EDUUHOV IRU UDLQZDWHU VWRUDJH

SPRINGHOUSE WATER SYSTEM

5 1/2"

100

2x6 (5 1/2")

'XDO )OXVK 7RLLHWVW

3 1/2" 3'-4 1/2"

Foyer

R-Value Table

Cedar Logs and Lumber

3OXPELQJ V\VWHPV

2'-8 7/16"

1/A

+HDOWK\ +RPH (QYLURQPHQW 1R 92& SDLQW IRU LQWHULRUV (59 HQHUJ\ UHFRYHU\ YHQWLODWRU )UHVK $LU 6XSSO\ 1R 92& ZRRG ÁRRU ÀQLVK $PHULFDQ &OD\ ZDOO DQG FHLOLQJ ÀQLVK $LU ÀOWUDWLRQ 6\VWHP

3 1/2"

12.05

Total Wall Assembly R-Value

Brick 4" face

)UHVK $LU ,QWDNH +HDW ([FKDQJHU

5'-8 1/2"

Construction Materials

0HFKDQLFDO 6\VWHPV

3 1/2"

* This example is just for wood frame construction. Steel studs are a more complicated calculation.

Cellulose Blown (wall) Spray Foam Insulation Kit Vermiculite DIY Spray Foam ColoradoENERGY.org - R-Value Table Autoclaved Aerated Concrete Insulation Kits.. Urea Terpolymer Foam Insulate & Save Your Energy Rigid Fiberglass (> 4lb/ft3) Dollars www.foampower.com Expanded Polystyrene (beadboard)

1 of 4

(QHUJ\ (IÀFLHQF\

0.45

0.68

8'-9 7/16"

www.ServiceMagic.com

0.45

Inside Air Film

5 1/2"

*ULG 7LH ,QYHUWHU

1/2" Drywall

7/16"

CT TE

([SDQGLQJ )RDP ,QVXODWLRQ

D5 D3

Insulation Estimates Foam, Blown, Sound, Reflective, Etc Get Free Estimates Today!

6HDODQWV DGKHVLYHV 'HWDLOV

4.38

AMERICAN STANDARD ACCUEXCHANGE ERV

11.00

3 1/2" Stud

104

Spray Foam Insulation Save Up To 40% On Energy Bills. Same-Day In-House Quote. Houston.

3 1/2" Fiberglass Batt

10'-2 7/16"

0.80

Bath

103

6'-1/16"

0.80

ATTIC ACCESS

M. Bath ANTIQUE VANITY BASE WITH LAV.

Job Number: 09004 Client: The Walkers

AMERICAN STANDARD ACCUCLEAN SYSTEM

REG

5HFODLPHG 6KLSODS 6LGLQJ

www.TexasHomeInsulation.com

:DWHU 0DQDJHPHQW PLQLPDO IRRWSULQW RI SHUYLRXV DUHD /RZ )ORZ VLQN DQG VKRZHU LQGLJHQRXV ODQGVFDSH UHTXLULQJ QR LUULJDWLRQ 5DLQZDWHU KDUYHVWLQJ

Siding - Wood Bevel

AMERICAN STANDARD FREEDOM 95 FURNACE

LOW VOLT. PANEL

Construction Photos from Y house

6RODU 3DQHO

&DYLW\ :DOO 'HVLJQ 7DQNOHVV ZDWHU KHDWHU 6RODU SDQHOV WLHG WR JULG 5DGLDQW %DUULHU +RXVH :UDS 3DVVLYH 6RODU 'HVLJQ VLWH SODFHPHQW +LJK (IÀFLHQF\ +9$& V\VWHP 5HÁHFWLYH URRÀQJ IRU PLQLPL]LQJ KHDW JDLQ ([SDQGLQJ IRDP LQVXODWLRQ

0.17

3 1/2"

Radiant Barrier Coating LO/MIT Attic Cooling Technology Residential & Commercial Insulation www.SOLEC.org

0.17

13'-11 5/8"

5HSXSRVHG

Wall - Outside Air Film

Component

Assembly R-Value

5 1/2"

housing categories

R-Value Cavity

7'-6"

3,,+ WSH[PU\T

R-Value Studs

30'-4 5/16"

Formula: Assembly R-value = 1 / (Assembly U-value) = 1 / (U-studs x % + U-cavity x %)

targeted

WATER HEATER

Calculating Assembly Wall R-Value*

#Street Cat Spring, Texas 78006

C2/A7.10

Use the R-value table below to help you determine the R-value of your wall or ceiling assemblies. To obtain a wall or ceiling assembly R-value you must add the r-values of the individual components together. See the following example:

2/A7

1'-0" MIN.

5.40

(1")

7.20

(1 1/2")

10.80

Siding Materials Hardboard (1/2")

ColoradoENERGY.org - R-Value Table Plywood (5/8") (3/4") )RRG &RRNLQJ V\VWHPV

0.34 0.77 http://www.coloradoenergy.org/procorner/stuff/r-values.htm 0.93

Wood Bevel Lapped

0.80

Aluminum, Steel, Vinyl (hollow backed)

0.61

(w/ 1/2" Insulating board) .LWFKHQ FRPSRVWHU

2 of 4

1.80 0.44 10/16/09 5:20 PM

Brick 4" Interior Finish Materials

30 YR ASPHALT SHINGLES

R19 SPRAY FOAM INSUL.

Gypsum Board (drywall 1/2")

PERFORATED RADIANT BARRIER LEAVE SLACK IN BARRIER AS SHOWN TO GIVE 3" AIRSPACE

0.45

(5/8")

0.56

Paneling (3/8")

0.47

Flooring Materials

1/2" CDX PLYWOOD SHEATHING

2x6 SYP FLOORING

Plywood

1.25

(3/4")

2X6 RAFTERS AT 16" O.C.

0.93

Particle Board (underlayment)

1.31

(5/8")

0.82

Hardwood Flooring

0.91

(3/4")

0.68

Tile, Linoleum

0.05

Carpet (fibrous pad)

2.08

(rubber pad)

1.23

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

POLYCELL INSULATION BARRIER AT ALL EXTERIOR STUD WALLS TYP.

FINISH FLOOR

WRAP SCREEN AT BOTTOM OF AIR SPACE

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

Roofing Materials Asphalt Shingles

0.44

Wood Shingles

0.97

conceptual

Windows Single Glass

0.91

w/storm

2.00

Double insulating glass (3/16") air space

Rainwater Collection

1.61

1/2" CDX AT BOT. OF JOIST

(1/4" air space)

1.69

(1/2" air space)

2.04

(3/4" air space)

2.38

(1/2" w/ Low-E 0.20)

3.13

(w/ suspended film)

2.77

(w/ 2 suspended films)

3.85

(w/ suspended film and low-E)

4.05

Triple insulating glass (1/4" air spaces) (1/2" air spaces)

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

RE: 1/A10 FOR STRUCTURAL

Addition for tight fitting drapes or shades, or closed blinds

Document Information

1/2" TECHSHIELD

2.56

R-13 BATT INSULATION 2X4 STUDS 16" O.C.

3.23

1/2" GYP BD. AT INTERIOR

0.29

1/8" SCREEN AT BASE OF WALL

3.03

Solid Core Flush (2 1/4")

3.70

Panel Door w/ 7/16" Panels (1 3/4")

1.85

Storm Door (wood 50% glass)

3 of 4

2.17 http://www.coloradoenergy.org/procorner/stuff/r-values.htm

Solid Core Flush (1 3/4")

(metal) Metal Insulating (2" w/ urethane)

2 2

Date: 00.00.00 00.00.00 00.00.00 00.00.00

0.61

Interior Wall

0.68

Exterior

0.17

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

15.00

Interior Ceiling

MrK gj MrK keller architecture - 2009

Project History

1.25 1.0010/16/09 5:20 PM

Air Films

A1 Cavity Wall

Air Spaces 1/2" to 4" approximately

15lb BLACK FELT PAPER

Doors Wood Hollow Core Flush ColoradoENERGY.org - R-Value Table (1 3/4")

CAD FILE NAME: 09004_Walker_prj08.pln

1/2" OSB HARDI PLANK SIDING 2X2 FURRING STRIPS AT 16" O.C.

Green Technology 0

6''

SCALE: 1"

1.00

= 1'-0"

Back | Top Hot Issues | Tips & Information | Communications Center Calendar of Events | Colorado Activities | Energy Directory | Energy Data Laws/Legislation | Professionals Corner | Job Announcements Other Sites | About COenergy | Site Map | Search | Home © 2000-2009 ColoradoENERGY.org This site is currently maintained and hosted by Randy L. Martin of R. L. Martin & Associates Comments on the site and notification of items that could be included can be sent to: email Last Updated:FROM 07/29/2008 THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF KELLER ARCHITECTURE : DESIGNER. THIS DRAWING SET AND ALL OF ITS CONTENTS ARE SUBJECT TO COPYRIGHT AND MAY NOT BE RESOLD, TRANSFERRED OR REPRODUCED ALL OR IN PART, WITHOUT PRIOR WRITTEN CONSENT THE DESIGNER OR HIS ASSIGNS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT THE JOB SITE. THE DESIGNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT.

A2 Wall Section

14 OF ____ 18 SHEET ____ 0

SCALE: 3/4" = 1'-0"

A5.10

Texas Cottage

#Street Cat Spring, Texas 78006

lle

18068

ich

REG

RED ARC TE ae l R . K e HI

CT TE

Job Number: 09004 Client: The Walkers

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Framing Details

13 OF ____ 18 SHEET ____

A4.23

Texas Cottage

#Street Cat Spring, Texas 78006

lle

18068

ich

REG

RED ARC TE ae l R . K e HI

CT TE

Job Number: 09004 Client: The Walkers

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Framing Details

12 OF ____ 18 SHEET ____

A4.22

esplanade

Texas Cottage

#Street Cat Spring, Texas 78006

Job Number: 09004 Client: The Walkers

lle

18068

REG

ich

esplanade

RED ARC TE ae l R . K e HI

CT TE

esplanade

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

esplanade

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

esplanade

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

conceptual esplanade

Document Information CAD FILE NAME: 09004_Walker_prj08.pln

esplanade

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Framing & Water Proofing

11 OF ____ 18 SHEET ____

A4.21

Texas Cottage

#Street Cat Spring, Texas 78006

Job Number: 09004 Client: The Walkers C

11'-9"

ich

lle

REG

RED ARC TE ae l R . K e HI

18068

CT TE

11'-9"

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

±0" 1 1st Floor

-1'-7" -1 Foundation Plan

B5 N-S Building Section

-1'-7" -1 Foundation Plan

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

SCALE: 1/4" = 1'-0"

Drawing Issue:

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Building Sections

10 OF ____ 18 SHEET ____

A4.12

Texas Cottage

#Street Cat Spring, Texas 78006

lle

18068

ich

REG

RED ARC TE ae l R . K e HI

CT TE

Job Number: 09004 Client: The Walkers

E O F TEX

Legal Notes ±0" 1 1st Floor

±0" 1 1st Floor

-1'-7" -1 Foundation Plan

C4 N-S Building Section

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

-1'-7" -1 Foundation Plan

SCALE: 1/4" = 1'-0"

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

A4 N-S Building Section

conceptual

SCALE: 1/4" = 1'-0"

Document Information CAD FILE NAME: 09004_Walker_prj08.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

±0" 1 1st Floor

MrK gj MrK keller architecture - 2009

Project History

-1'-7" -1 Foundation Plan

Date: 00.00.00 00.00.00 00.00.00 00.00.00

21'-6 3/8"

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Building Sections

9 OF ____ 18 SHEET ____

A4.11

Texas Cottage

#Street Cat Spring, Texas 78006

lle

18068

ich

REG

RED ARC TE ae l R . K e HI

CT TE

Job Number: 09004 Client: The Walkers

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

C5 West Elevation

SCALE: 1/4" = 1'-0"

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Building Elevations

East Elevation

8 OF ____ 18 SHEET ____ 0

SCALE: 1/4" = 1'-0" THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF KELLER ARCHITECTURE : DESIGNER. THIS DRAWING SET AND ALL OF ITS CONTENTS ARE SUBJECT TO COPYRIGHT AND MAY NOT BE RESOLD, TRANSFERRED OR REPRODUCED ALL OR IN PART, WITHOUT PRIOR WRITTEN CONSENT FROM THE DESIGNER OR HIS ASSIGNS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT THE JOB SITE. THE DESIGNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT.

A3.12

General Elevation Notes All drawings here reference the 2003 International Building Code with City of Houston amendments.

Do not scale drawings. Written dimensions take precedence. Contractor to verify and be responsible for all dimensions and conditions on the job and notify Paradigm Design inc. of any variations from the dimensions or conditions shown on the drawings presented herein.

All egress window sills are to a maximum of 44" above finished floor minimum opening are 24" high. 20" wide AND minimum 5.7 sq. ft net clear opening. There shall be at least one egress window per bedroom.

Openings on a 1 hour fire-rated exterior wall shall be protected with an assembly having a fire-protection rating of not less than ! hour. See IBC 2003, Sects. 7144.3.7 and 714.3.9 and table 714.2 (exterior walls). Penetrations into or through fire-rated walls shall conform to IBC 20003 sect. 711.3. Builder shall determine final material and provide appropriate test criteria to the local authority.

Provide safety glazing in all hazardous locations listed in IBC sect.308.4.1-10 excluding only listed exceptions.

All railing (wood, metal, or precast) shall have a 4" maximum spacing between balusters (spindles) and to conform to IBC sect. R316. Handrails and guardrails shall be designed for minimum live load found in IBC table R301.4 and on A1.1. a. INTERIOR guards shall not be constructed with horizontal rails or other ornamental pattern that results in a ladder effect (IRBC sect R316.2) b. EXTERIOR guards to have railing no lower than 42" from finished floor, with no less than 36" distance from the top guard to bottom of lowest runner. Maximum unsupported span of lowest runner shall be 6'-0". Roof plate heights are taken from nominal (first) floor slab level unless otherwise noted.

All brick or prefab fireplaces to be built and installed per IBC Chapter 10 and be U.L. and ICBO approved. A copy of the manufacturer installations manual will be available on site for inspector's review.

10.

Chimneys to be a minimum 2'-0" above any roof line within a 10'-0" radius, or 3'-0" from any roof line (ridge), see IBC sect. R1001.6. Chimney pipe(s) shall exit through the roof decking INSIDE all building and setback lines.

11.

Provide spark arrestors at chimney. Mesh to have a maximum gap of "", minimum gap of 3/8" and to comply with IBC chapter 10.

12.

All gas appliance vents to exit an exterior wall located no less than 4'-0" from any property line or common wall. Distance of gas vent pipes through an exterior wall perpendicular to a property line or common wall shall be a minimum of 4'0" from the property line of common wall.

RED ARC TE ae l R . K e HI

REG

ich

lle

All written notes on these drawings shall take precedence over the minimum standard notes detailed on A1.1.

Job Number: 09004 Client: The Walkers

18068

CT TE

#Street Cat Spring, Texas 78006

Texas Cottage

E O F TEX

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

C4 South Elevation

SCALE: 1/4" = 1'-0"

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

conceptual Document Information CAD FILE NAME: 09004_Walker_prj08.pln

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:22 PM

Building Elevations

North Elevation

7 OF ____ 18 SHEET ____ 0

A3.11

Electrical Fixture Schedule ID

SYMBOL

4" Can

QTY.

Reflected ceiling plan provided for architectural notes only. Refer to lighting plan for location and specifications. New structural elements or mechanical equipment (ie HVAC units, ductwork, plumbing, electrical) shall be brought to the attention of the Designer. Typical ceiling height shall be 12'-0" on the first floor except for butler's pantry and powder room or noted otherwise. Typcial ceiling height shall be 10'-0" on the second floor except where noted otherwise. All other work required but not specified in these documents shall be performed by contractors to meet the general practicing standards, building codes and manufacturer's instructions and specification. All manufacturer articles, materials, and equipment shall be applied, installed, connected, erected, cleaned and conditioned per manufacturer's instructions. In case of differences between the manufacturer's instruction and the contract documents, the contractor shall notify the Designer before proceeding. Ensure surfaces to recieve finishes are clean, prepped, true and free of irregularities.

1. 2.

3. 4. CEILING FAN

EXHAUST FAN

Flourescent01

Texas Cottage

REFLECTED CEILING AND FINISH FLOOR NOTES

#Street Cat Spring, Texas 78006

Job Number: 09004 Client: The Walkers

REG

Custom Text 1 Custom Text 2

ich

lle

1 2

CT TE

Pendant02

RED ARC TE ae l R . K e HI

15 D3

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

Custom Text 1 Custom Text 2

SLOPE

SWITCH

E O F TEX

Legal Notes

Mud Room 108

18068

Sconce01

Carport 110

Living 105

PantryF 107

Kitchen

A A

A 106

A G

B A

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue: A

conceptual

103

A Bath

M. Bath

104

Document Information CAD FILE NAME: 09004_Walker_prj08.pln

A A

MrK gj MrK keller architecture - 2009

Project History

Master/Study

Date: 00.00.00 00.00.00 00.00.00 00.00.00

Bedroom 1

101

102

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Foyer A

100

Thursday, April 22, 2010 1:21 PM

1st FLOOR RCP

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

PHOTOCELL

A2 1st Floor RCP

6 OF ____ 18 SHEET ____ 0

12'

SCALE: 3/16" = 1'-0" THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF KELLER ARCHITECTURE : DESIGNER. THIS DRAWING SET AND ALL OF ITS CONTENTS ARE SUBJECT TO COPYRIGHT AND MAY NOT BE RESOLD, TRANSFERRED OR REPRODUCED ALL OR IN PART, WITHOUT PRIOR WRITTEN CONSENT FROM THE DESIGNER OR HIS ASSIGNS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT THE JOB SITE. THE DESIGNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PROJECT.

A2.21

Window Schedule

Door Schedule

WOOD

3'x8'x7 3/4"

WOOD

3'x8'x7 3/4"

WOOD

2'-4"x8'x4 13/16"

WOOD

3'x8'x4 13/16"

WOOD

3'x8'x7 3/4"

WOOD

2'-6"x8'x4 13/16"

WOOD

3'x8'x4 13/16"

Custom Text 1 Custom Text 2

Foyer

100

9'-0"

Master/Study

101

9'-0"

Bedroom 1

102

9'-0"

M. Bath

103

9'-0"

Bath

104

9'-0"

Living

105

9'-0"

Kitchen

106

9'-0"

Pantry

107

9'-0"

Mud Room

108

9'-0"

Carport

110

9'-0"

CEILING

BASE

WALL

3'-11 13/16"

WALL TEXTURE

WANSCOT

CROWN

RED ARC TE ae l R . K e HI

ich

lle

18068

E O F TEX

Legal Notes

REMARKS

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

11'-4"x11'-8" 11'-9"

CLG. HT.

FINISHES FLOOR

ROOM #

108

Room Finish Schedule ROOM NAME

Mud Room 48" GAS F/P WITH 12" HEARTH RE:BLDR

3'x8'x4 13/16"

2'-4"x8'x4 13/16"

WOOD

CT TE

34 D1

REG

4'-4"x8'x4 13/16"

8'-1 1/16"

WOOD

R 10'-0"

Carport 110

26'-0"

6'-1 3/16"

2'-4"x8'x7 3/4"

11'-9"

WOOD

REMARKS

11'-9"

COMPONENTS MATL. FINISH GLASS

SLOPE

WIDTH x HEIGHT x THK.

11'-8 13/16"

FRAME

11'-10"

CONSTRUCTION

ROOM #

LOCATION

Job Number: 09004 Client: The Walkers

8'-0"

13'-4 7/8"

48" GAS F/P WITH 12" HEARTH RE:BLDR

TYPE

UNIT #

3'-8 1/2"

8'-5 1/2"

3'x3'

13'-4 3/4"

23'-4 7/8"

W_.5

4'-1"

3'x6'

5'x5'

#Street Cat Spring, Texas 78006

EXTENTS OF STONEWORK

34'-7 1/8"

REMARKS

WIDTH x HEIGHT

Texas Cottage

TYPE

10'-5 1/4"

Custom Text 1 Custom Text 2

CONSTRUCTION

10'-10 1/2"

17'-0"

FRAME

B5 A4.12

UNIT #

12'-5 1/4"

COMPONENTS WOOD FINISH GLASS

A4 A3.11

Living 105

21'-0"x53'-0"

A2 A6.11

11'-9"

VAULTED CEILING D2

1/2"

ALL EXTERIOR WALLS TO BE 2X6

GENERAL NOTES 11'-9"

2. 3. 4. 5. 6.

9'-8 1/16"

7/16"

C4 A4.11

3 1/2"

5 1/2"

8'-9 7/16"

6'-5"

5'-9 3/4"

2. 3.

3 1/2"

5'-8 1/2"

Master/Study 101

17'-5"x12'-5"

3 1/2"

2'-8 7/16"

3 1/2" 3'-4 1/2"

5 1/2"

C4 A4.11

Bedroom 1

CAD FILE NAME: 09004_Walker_prj08.pln DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

100

7'-6"

conceptual Document Information

102 12'-6"x14'-7"

Foyer

MrK gj MrK keller architecture - 2009

LANDSCAPE PLANTERS

3'-9"

1/2" GYP. BOARD THROUGHOUT (IBC SECT. R702), 1/2" GYP. BOARD (FIRE CODE) AT GARAGE WALLS AND CEILING ADJACENT TO RESIDENCE AND UNDER STAIR AND PASSAGE CEILING (IBC SECT. 309 AND SECT. 314.8) 1/2" WR GYP BOARD (GREEN BOARD) AT WET AREAS IN BATHS, UTILITY, KITCHEN, ETC. AND AT LOGGIA/ PORCH CEILING. ALL MARBLE AND TILE FLOORS TO BE THICKSET.

8'-4"

6'-8 3/4"

FINISH NOTES 1.

Drawing Issue:

13'-10 5/16"

PROVIDE "ICE AND WATER" SHIELD UNDER ALL EXTERIOR DOOR SILLS PRIOR TO INSTALLATION OF DOORS. PROVIDE CAP FLASHING AT ALL EXTERIOR DOOR HEAD CONDITIONS. ALL EXTERIOR DOORS SHALL BE 1-3/4" THCIK SOLID CORE DOORS. ALL INTERIOR DOOR S SHALL BE 1-3/8" THICK SOLID OR HOLLOW CORE DOORS. ALL POCKET DOORS SHALL USE JOHNSON #100 (OR EQUAL) TRI-DESIGN. PROVIDE TEMPERED GLASS IN ALL FRENCH DOORS AND SIDELITES.

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

9'-1 3/8"

Project History 6'-8"

34'-7 1/8"

6'-5 3/4"

Date: 00.00.00 00.00.00 00.00.00 00.00.00

Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

Thursday, April 22, 2010 1:21 PM

1st FLOOR PLAN 10

9'-0"

15'-9"

7'-10 1/2"

11'-7"

5 OF ____ 18 SHEET ____

A3 1st Floor Plan

Custom Text 1 Custom Text 2

studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

6'-1/16"

ANTIQUE VANITY BASE WITH LAV.

DOOR NOTES

104

20'-1 11/16"

47'-5 1/2"

Bath

13'-11 5/8"

WATER HEATER

5 1/2"

4. 5.

A2/A7.10

A3/A7.10

C3/A7.10

ATTIC ACCESS

M. Bath

WINDOW NOTES ALL WOOD WINDOWS SHALL BE MARVIN WINDOWS UNLESS NOTED OTHERWISE. ALL METAL WINDOWS SHALL BE CHAMPION WINDOWS UNLESS NOTED OTHERWISE. ALL OPERABLE CASEMENT WINDOWS SHALL HAVE FLIP-HANDLE CRANKS. VERIFY FINISH WITH OWNER. PROVIDE TEMPERED GLASS IN WINDOWS AS REQUIRED BY IRC SECT. R308. PROVIDE WATERPROOFING BARRIER AROUND ALL WINDOW OPENINGS PRIOR TO WINDOW INSTALLATION WINDOWS SHALL BE LOW-E AND DOUBLE PANED AS PER CODE.

A5 A3.12

C2/A7.10

103

1. 2. 3.

16'-1 7/16"

79'-2 1/2"

A4 A4.11

11'-2 7/8"

10.

106 14'-6"x15'-8"

10'-2 7/16"

Kitchen

3 1/2"

21'-2"

A4 A4.11

D3/A7.10

3'-6 1/16"

107

30'-4 5/16"

Pantry D5

11'-8 15/16"

11'-9 7/16"

ALL PLUMBING WALLS TO BE 2X6 SHOWER STALL WALLS SHALL BE FINISHED WITH CERAMIC TILE TO A HEIGHT OF 84" ABOVE THE DRAIN INLET. GLAZING IN SHOWER AND BATHTUB DOORS AND ENCLOSURES SHALL BE IMPACT RESISTANT AND COMPLY WITH IBC SECT. R702.4. HANDRAILS SHALL BE PLACED NOT LESS THAN 34" NOR MORE THAN 38" ABOVE THE NOSINGS OF THE TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWELL POSTS OR SAFETY TERMINALS PER IBC SECT. R315. THE HANDGRIP PORTION OF THE HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 1-1/2" IN CROSS SECTION. DIMENSIONS OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE PER IBC R315. ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES AND ORDINANCES: A. INTERNATIONAL BUILDING CODE (IBC), 2003 W/ CITY OF HOUSTON AMENDMENTS. B. INTERNATIONAL ENERGY CONSERVATION CODE, 2003. C. NATIONAL ELECTRIC CODE, 2003. D. UNIFORM MECHANICAL CODE, 2003. E. UNIFORM PLUMBING CODE, 2003. ALL ANCHOR BOLTS SHALL BE !" DIA. EMBEDDED A MINIMUM OF 7" INTO THE SLAB. THERE SHALL BE A MINIMUM OF THREE (3) BOLTS PER PLATE WITH BOLTS LOCATED 12" FROM EACH END AND ONE AT MID-POINT. CONFORM TO IBC SECT. R 403.1.6. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND SHALL HAVE A SMOKE DEVELOPED RATING OF NOT MORE THAN 450, CONFORMING TO IBC. SECT. R320. PLYWOOD ROOF SHEATHING SHALL BE 5/8" THICK "KOOL PLY" AND SHALL COMPLY WITH IBC SECT. R803. ATTIC ACCESS SHALL BE 36" CLEAR AND 350 LB AND COMPLY WITH IBC SECT. R807 AND SECT M1305.1.3

1. 2.

12'

SCALE: 3/16" = 1'-0"

C4 A3.11

B5 A4.12

A2.11

SITE NOTES

Texas Cottage

All drawings presented here reference the IBC 2003 Building Codes, w/ City of Houston amendments. 2. Finished floor elevation shall be a minimum of 12" above the top of the nearest sanitary sewer manhole cover. Qualified engineer shall determine final slab elevation, and provide a site grading plan as per local authority. 3 Elevation of the nearest sanitary sewer manhole cover is assumed to be 100.0'. Curb elevation (as referenced) taken from top of the curb. 4. Builder shall approve location of house on lot and to verify all utility locations, all easements, building, block face and setback lines PRIOR to construction. 5. Plumber shall determine location of water meter and contact the local authority to connect. Water pipe to be sch. 40 P.V.C. (or equal) see plan for sizes. 6. Plumber shall connect into existing sanitary sewer. Piping to be sch. 40 P.V.C. (or equal) see plan for sizes. 7. Electrician to run three underground conduits from source pole or transformer to garage for: a. electrical service. b. telephone service c. cable service (at the same location) 8. All drainage and runoffs shall be collected on site ion an underground system or directed on the surface to the street. Drainage and runoff are not allowed to be directed onto adjacent properties. See swale detail. Drain piping shall be sch. 40 P.V.C. (or equal) when area drains. 9. Provide one qualified tree per 5000 sq. ft. of lot size. 10. Shaded areas designates minimum common areas and /or private easements (per application) This panel is used as a guide for the drafting of the required common area agreement letter only. Common area agreement letter shall take precedence. 11. All water, sanitary sewer, storm electrical piping, and paving located in the common area(s) are to be maintained by the homeowner's association. 12. All piping in the R.O.W. shall be reinforced concrete.

#Street Cat Spring, Texas 78006

Job Number: 09004 Client: The Walkers

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18068

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40'-2 1/2"

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17'-0"

Legal Notes THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY MICHAEL R. KELLER, AIA, TEXAS #18068. THE ORIGINAL SIGNED DOCUMENT IS HELD AT THE OFFICE OF KELLER ARCHITECTURE.

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R 10'-0"

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101 Crawford Suite 110B Houston , Texas 77002 keller@kellerarch.com

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

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Drawing Issue:

Document Information CAD FILE NAME: 09004_Walker_prj08.pln DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

STANDING SEAM METAL ROOF

MrK gj MrK keller architecture - 2009

Project History 10

Date: 00.00.00 00.00.00 00.00.00 00.00.00

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Issue: Client Review (SD) Design Review (DD) Client Review (CD) Client Review (CD)

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studio.prime:2009:09004_walker:04_condocs:09004_Walker_prj08.pln

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Site Plan

A4 Roof

Plan

16'

32'

SCALE: 1/16" = 1'-0"

A3 Site Plan @ 1st Floor

4 OF ____ 18 SHEET ____ 0

16'

A1.10