Minimalist Americana

West 25th Project Data:

West 25th Street Houston, Texas 77008

Single Family Residence:

Sheet Index

Building Areas:

GENERAL

1st 1,026 sq. ft.

2nd 1,000 sq. ft.

G2.10

Specifications

2,026 sq. ft. total living

CIVIL C1.1 C2.1

Project Address: 6006 Blossom Houston, Texas 77007

Scope of Work: This project is for a new single family dwelling. It will be repeated 10 times on West 25th Street. It will be a slab on grade foundation.

Coordination Statement:

SITE SURVEY EXISTING SITE DETAILS

ARCHITECTURAL A0.10

Site Plan

A1.11

Floor Plans

A1.21

RCP Plans

A2.11

Building Elevations

A3.21

General Details

S1.1

Foundation Plan

S1.2

Framing Plans

S1.3

Framing Details

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.

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18068

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ISSSUED FOR conceptual review 4th february 2009

E O F TEX

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

voice: 713.527.0527 fax: 832.201.9814

West 25th

West 25th Street Houston, Texas 77008

General Requirements and Specifications

1.6

1.7

1.8

1.9

1.10

1.11

1.12

1.13

1.14

1.15

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.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.

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

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

8.3

Division 6: Wood

6.9

Division 3: Concrete

8.2

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

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.

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

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

15.3

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.

15.9

15.10

15.11

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 13.1

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.

AT

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

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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.

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.

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

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

construction documents Document Information CAD FILE NAME: 09013holdenprj_04.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

ich

15.18

Division 13: Special Construction PROVIDE ALL REQUIRED ELECTRICAL AND PLUMBING FOR AN OUTDOOR POOL OR SPA.

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

RED ARC TE ae l R . K e HI

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.

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.

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.

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

15.14

Division 10: Specialties

Division 7: Thermal and Moisture Protection Division 4: Masonry

15.2

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.

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

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.

Division 9: Finishes

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

15.1

AS

2.1

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.

r

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.

8.1

ST

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:

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

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

M

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

IS

1.1

Division 2: Sitework

REG

Division 1: General Requirements

Job Number: 09013 Client: Mr. Holden

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)

Wednesday, February 24, 2010 5:12 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.

2 OF ____ 10 SHEET ____

G2.10

West 25th

West 25th Street Houston, Texas 77008 Job Number: 09013 Client: Mr. Holden THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

IS 23'-8"

micro

micro

micro

micro +6"-0"

micro

micro

R

R

R

R

pantry

pantry

M

REG 18'-0"

12'-0"

9'-0"

14'-0" 3

pantry

AT

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.

1 1/2HR FIRE RATED DOOR

micro

+6"-0"

ST

5/8" TYPE "X" GYP. BD WALLS & CEILING TYP.

RED ARC TE ae l R . K e HI r

3'-0"

CT TE

19'-0"

AS

15' ALLEY

pantry

+6"-0"

+6"-0"

+6"-0"

micro

R

3

pantry

+6"-0"

pantry

micro

+6"-0"

+6"-0"

pantry

R

3

R

R

pantry

micro

R

pantry

+6"-0"

SD

R

pantry

3 +6"-0"

3 FT BUILDING LINE

NEW 3'-0" SIDEWALK

3 FT BUILDING LINE

73'-8"

+6"-0"

+6"-0"

3

10 FT BUILDING LINE 10'-0"

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

NEW 5'-0" SIDEWALK 25'-0"

25'-0"

25'-0"

25'-0"

25'-0"

25'-0"

25'-0"

25'-0"

25'-0"

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

25'-0"

250'-0" 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.

W. 25th Street 70' ROW

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

1.

B4 Site Plan

0

8'

16'

32'

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

Drawing Issue:

N

SITE NOTES

construction documents Document Information CAD FILE NAME: 09013holdenprj_04.pln DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

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)

Wednesday, February 24, 2010 5:42 PM

Site Plan

3 OF ____ 10 SHEET ____

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.

A0.10

GENERAL NOTES

6'-7 1/4"

9'-7 11/16"

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.

M

IS

bath 206

AS

18068

E O F TEX

Garage 2'-0" 7'-0"

2'-8" 6'-8"

101

2'-0" 6'-8" Sill 0"

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.

2'-6" 5'-0"

2'-0" 7'-0"

Sill 6'-8"

Sill 0"

2'-8" 6'-8"

2'-8" 6'-8"

storage

2'-8" 6'-8"

207

5/8" TYPE "X" GYP. BD WALLS & CEILING TYP.

1 1/2HR FIRE RATED DOOR

sleeping porch 203

#DrgID #LayID

#DrgID #LayID

C4 A2.11

A4 A2.11

6'-2"

Sill 5'-8"

2'-10"

Sill 0"

4'-5"

Sill 5'-8"

Sill 5'-8"

205

3'-0" 1'-0"

3'-0" 1'-0"

3'-0" 1'-0"

3'-0" 1'-0" Sill 5'-8"

3 1/2"

utility 6'-0" 7'-0"

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.

5'-0"

3'-0" 6'-8"

203

11 1/8"

micro

sleeping 02

9'-8 1/2"

42" HIGH GUARDRAIL

Kitchen

3'-5 1/8"

102

8'-0" 8'-0"

pantry

4'-3/8"

7'-9"

18

2'-0" 6'-8"

3

21'-8 1/2"

16'-1 1/16"

Living 100

8'-1/2"

3

1

1

5'-0" 8'-0"

3'-0"

3'-0" 8'-0"

Document Information CAD FILE NAME: 09013holdenprj_04.pln DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

3 1/2"

Sill 0"

8'-0" 8'-0"

2

2'-4 3/4"

10:12

construction documents

3'-6 7/16"

6'-9 3/4"

4'-0" 6'-8"

6

4

2 4'-0" 6'-8"

7

5

18 x 7" = 10'-6"

COMPOSITION SHINGLES 10:12

Drawing Issue:

8

9'-2"

3'-0" 6'-8"

Sill 0"

1'-10" 8'-3 1/2"

5

200

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

9

7 6

3'-10 13/16"

9'-6"

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

10

8'-0" 8'-0"

8

4

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

11

9

master bedroom

esplanade

12

10

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

103

13

14

11

B4 Option

pwdr

14

15

8'

16 15

16

12

4'

17

6'-3 1/2"

18

13'-6"

mstr bath

13

2'

3 1/2"

8'-0" 8'-0"

17

0

3'-2"

4'-8"

201

2'-6" 7'-0"

3'-4"

18 x 7" = 10'-6"

3 1/2"

3 1/2"

1'-2"

4'-2"

5'-0" 5'-0"

3'-3 1/4"

Sill 0"

3'-0" 1'-0" 2'-0" 6'-8"

7'-1/4"

Sill 5'-8"

2'-0" 6'-8"

3'-4"

3.

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.

R

2.

ich

Legal Notes 22'-8 13/16"

204

FINISH NOTES 1.

REG

sleeping 02

11'-4 5/8"

2.

3.

4.

5.

6.

16'-0" 7'-0"

AT

DOOR NOTES 1.

RED ARC TE ae l R . K e HI

2'-0" 6'-8"

2'-8" 6'-8"

6.

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.

Sill 0"

2'-8" 6'-9"

4.

5.

9'-6" #DrgID #LayID

WINDOW NOTES 1.

2.

3.

9'-6"

ST

10.

6'-7 1/4"

r

9.

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

CT TE

8.

5'-9 1/2"

7'-3 7/8"

7.

Job Number: 09013 Client: Mr. Holden

19'-0"

54'-0"

6.

54'-0"

5.

C5 A2.11

14'-9 15/16"

4.

West 25th Street Houston, Texas 77008

6'-0" 6'-0"

3.

West 25th

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

5'-7"

1.

2.

MrK gj MrK keller architecture - 2009

Project History

#DrgID #LayID Date: 00.00.00 00.00.00 00.00.00 00.00.00

9'-6"

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

19'-0" Wednesday, February 24, 2010 5:12 PM

Floor Plans

A5 Roof

Plan

0

4'

8'

16'

A3 2nd Floor 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.

2'

4'

8'

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

A2 1st Floor Plan

0

2'

4'

8'

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

4 OF ____ 10 SHEET ____

A1.11

West 25th 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.

5.

EXTERIOR

C

C

D

D

E

PENDANT LIGHT FIXTURE

WALL-MOUNTED (SCONCE) FIXTURE

AT

SURFACE-MTD. LIGHT FIXTURE

ich

lle

18068

E O F TEX

Legal Notes

SECURITY LIGHT FIXTURE

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.

FEATURE/CHANDLIER TYPE LIGHT FIXTURE

DIRECTIONAL SPOT (EYEBALL) LIGHT FIXTURE

S

RED ARC TE ae l R . K e HI

ST

E

DIRECTIONAL (WALL-WASHER) FIXTURE

M

B

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.

IS

B

6.

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

r

A

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

CT TE

A

Job Number: 09013 Client: Mr. Holden

REG

INTERIOR

West 25th Street Houston, Texas 77008

AS

REFLECTED CEILING AND FINISH FLOOR NOTES

LOW VOLTAGE TREAD LIGHT

sleeping 02

UNDER CABINET LOW VOLTAGE FIXTURE

204

W

S

CEILING FAN

R

CEILING FAN W/ LIGHT KIT

Garage

R bath

206

101

L

SD

EXIT SIGN (HATCHING INDICATES DIRECTION OF EGRESS)

storage

3

207

S

sleeping porch

H

FIRE ALARM HORN

S

SMOKE DETECTOR

T

THERMOSTAT

I

IONIZATION DETECTOR

S

SPEAKER

5/8" TYPE "X" GYP. BD WALLS & CEILING TYP.

1 1/2HR FIRE RATED DOOR

203

+6"-0"

42" HIGH GUARDRAIL

CEILING FAN AT SCREEND PORCH OPTION ONLY

utility +6"-0"

+6"-0"

205

3 +6"-0"

P

SPRINKLER HEADS

R

P

+6"-0"

P

SINGLE POLE LIGHT SWITCH

W

+6"-0"

3

3-WAY LIGHT SWITCH

4

4-WAY LIGHT SWITCH

esplanade +6"-0"

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

R R

EXHAUST OR FAN SWITCH

L

EXHAUST OR LIGHT SWITCH

SD +6"-0"

SD

201

+6"-0"

SWITCHED DUPLEX OUTLET

Drawing Issue: 3

+6"-0"

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

3 3

3

pwdr 103

+6"-0"

mstr bath

+6"-0"

+6"-0"

W R

F

construction documents

+6"-0"

SD

4 PLEX OUTLET R

SPECIAL PURPOSE OUTLET

Document Information CAD FILE NAME: 09013holdenprj_04.pln

+6"-0"

220V OUTLET

200

Q

D

Q

VOICE ONLY - SINGLE / DUPLEX / 4 PLEX

Living

DATA ONLY - SINGLE / DUPLEX / 4 PLEX

VOICE AND DATA - DUPLEX AND 4 PLEX

A4 2nd Floor RCP

0

2'

4'

8'

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.

"J" BOX FOR FUTURE/OTHER CONNECTION

C

CABLE PULL FOR FURNITURE

P

POWER POLE

Project History

3 +6"-0"

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

MrK gj MrK keller architecture - 2009

100

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

S

R

D

DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

Date: 00.00.00 00.00.00 00.00.00 00.00.00 +6"-0"

master bedroom

Q

+6"-0"

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

D

S

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

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

3 Wednesday, February 24, 2010 5:13 PM

RCP Plans

A3 1st Floor RCP

5 OF ____ 10 SHEET ____ 0

2'

4'

8'

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

A1.21

West 25th

2.

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.

3.

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

4.

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.

Roof +18'-1 3/8"

Roof +18'-1 3/8"

7.

2nd Floor +9'-8 1/4"

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.

9. FloorAll brick or prefab fireplaces to be built and installed per IBC Chapter 10 and 2nd +9'-8 1/4"be U.L. and ICBO approved. A copy of the manufacturer installations manual

2nd Floor +9'-8 1/4"

ST

8.

2nd Floor +9'-8 1/4"

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

RED ARC TE ae l R . K e HI

AT

ich

lle

r

6.

Roof +18'-1 3/8"

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.

18068

CT TE

Roof +18'-1 3/8"

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.

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

REG

5.

Job Number: 09013 Client: Mr. Holden

AS

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

M

1.

West 25th Street Houston, Texas 77008

IS

General Elevation Notes

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.

will be available on site for inspector's review.

1st Floor ±0"

C5 North Elevation

1st Floor ±0"

0

2'

1st Floor ±0"

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.

1st Floor ±0"

C4 West Elevation

4'

10.

8'

0

2'

4'

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

8'

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

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

Roof +18'-1 3/8"

Roof +18'-1 3/8" Roof +18'-1 3/8"

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

Roof +18'-1 3/8"

25'-5 11/16"

construction documents Document Information CAD FILE NAME: 09013holdenprj_04.pln

2nd Floor +9'-8 1/4"

2nd Floor +9'-8 1/4"

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

2nd Floor +9'-8 1/4"

2nd Floor +9'-8 1/4"

DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

MrK gj MrK keller architecture - 2009

Project History Date: 00.00.00 00.00.00 00.00.00 00.00.00 1st Floor ±0"

1st Floor ±0"

Wednesday, February 24, 2010 5:13 PM

1st Floor ±0"

A5 South Elevation

0

2'

4'

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

A4 East Elevation 8'

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

1st Floor ±0"

0

2'

4'

Building Elevations

8'

6 OF ____ 10 SHEET ____ 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.

A2.11

1.

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

2.

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.

5.

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.

6.

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

7.

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".

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

Roof plate heights are taken from nominal (first) floor slab level unless otherwise noted.

9.

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.

M

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8.

REG

IS

4.

Job Number: 09013 Client: Mr. Holden

AT

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

West 25th Street Houston, Texas 77008

18068

CT TE

3.

West 25th

AS

General Elevation Notes

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

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

construction documents Document Information mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_singleFordoption.pln

CAD FILE NAME: 09013holdenprj_singleFordoption.pln DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

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)

Friday, February 12, 2010 1:48 PM

Building Elevations

7 OF ____ 11 SHEET ____

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.

A2.12

West 25th

West 25th Street Houston, Texas 77008 NOTE: All handrails/rise and run of stairs are per R314, R315, and R316 and R301.4

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

balcony above - see plan

return stringer beyond - all notes apply

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.

return handrail

provide 1/2" gyp. board to underside and walls of all enclosed areas under stairs, typ. as per 2000 I.R.C. R314.8 provide landing equal to width of stair, top & bottom, unless otherwise on plans, typ.

wood structure at landing

painted wood angle

wood posts Closet under stair area

C4 Stair Details

2 x 12 stringer w/ 2 x 12 trays, set 7 3/4" o.c. to form treads, typ.

0

1'

2'

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lle

18068

AS

IS

ST

Balusters shall be spaced where a 4" ball cannot pass through.

Required guardrails shall not be constructed with horizontal rails that result in a ladder effect (R316.2). Also be in compliance with Table R301.4

ich

r

for riser/tread dims. - see plan all risers to be between 6" to 7 3/4" & treads are to be no less than 10", all dims. of risers/treads to be within +/- 3/16" of stated dims., typ.

RED ARC TE ae l R . K e HI

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1 1/2" pipe rail, intermediate rails spaced not more than 4" max to be in compliance with R314.2.1. Opening - top of rail to be 36" above tread nose, typ. Guardrails should also be in compliance with R316 and Handrails in compliance with R315

M

guard rail of landing to be 42" above finish deck, typ. if needed

REG

grip of handrail shall be 1 1/2" to 2" wide and not less than 1 1/2" from wall, typ. Handrail shall be able to withstand the application of 200lbf and compliance with R301.4.

Job Number: 09013 Client: Mr. Holden

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.

painted wood stringer

4'

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

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

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

construction documents Document Information CAD FILE NAME: 09013holdenprj_04.pln

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

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)

Wednesday, February 24, 2010 5:13 PM

General Details

7 OF ____ 10 SHEET ____

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.

A3.21

West 25th

West 25th Street Houston, Texas 77008 Job Number: 09013 Client: Mr. Holden

19'-0" 9'-6"

9'-6"

3 #5 3 TOP & BOTTOM 24" 6"

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

18"

lle

18068

AS

M

ST

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REG

IS

12'-0"

24"

RED ARC TE ae l R . K e HI

CT TE

SLOPE 1/4" PER FOOT

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.

E O F TEX

Legal Notes

10'-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.

8 typical Grade Beam

12'-0"

12'-0"

54'-0"

12

/36

TY P

TY P /36 12

12

/36

TY P

3 1/2" SLAB DROP

C5 0001

0

1/2''

1''

SCALE: 1'

2''

= 1'-0"

GENERAL NOTES FOR FOUNDATION SYSTEM CONTRACTOR SHALL REVIEW & BECOME THOROUGHLY FAMILIAR W/ THE CONTENTS OF REFERENCED SOILS REPORT, WHICH WILL BE CONSIDERED AN INTEGRAL PART OF THE CONSTRUCTION DOCUMENTS. ANY PROBLEMS ARISING FROM THE CONTRACTOR'S LACK OF FAMILIARITY WITH SOILS REPORT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

2.

CONTRACTOR SHALL SHALL VERIFY ALL DIMENSIONS & ELEVATIONS W/ ARCHITECTURAL DRAWING BEFORE FABRICATION.

SUBGRADE PREPARATION AND FILL: 3.

4.

5.

6.

7.

4 S1.4

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. GRADE AREA TO PREVENT PONDING OF WATER. DO NOT ALLOW EXPOSED SUBGRADE TO DRY. ALL FILL SHALL BE SELECT MATERIALS FOLLOWS: CLEAN SANDY CLAY, FREE OF ORGANIC MATTER PLASTICITY INDEX (PI) : 7 TO 20 % LIQUID LIMIT: 28 TO 40 % FILL SHALL BE PLACED IN MAXIMUM LOOSE LIFTS OF 8 INCHES AND COMPACTED TO AT LEAST 95% OF STANDARD PROCTOR (ASTM D698 MAXIMUM DRY DENSITY AT OR 2 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT. 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 COMPACTED FILL DEPTH SPECIFIED HEREIN.)

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

Drawing Issue:

TESTING: ALL COMPACTED FILL SHALL BE TESTED BY A CERTIFIED TESTING AGENCY AT THE RATE OF ONE TEST PER 1,000 SQUARE FEET OF EACH LIFT.

construction documents

SITE DRAINAGE: 6"

IT IS RECOMMENDED THAT SITE DRAINAGE BE WELL DEVELOPED. SURFACE WATER SHOULD BE 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.

Document Information CAD FILE NAME: 09013holdenprj_04.pln

CONCRETE: 1.

2.

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

3.

4.

5.

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

A2 Foundation Plan

3.

4.

5.

6.

0

2'

4'

8'

DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

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

5 Typical Garage Wall

REINFORCING STEEL: 1.

2.

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

9'-0"

1.

2.

4 Typical Interior grade beam

8 S1.4

10'-0"

1.

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 GRADE BEAMS 1 1/2" TOP, 3" BOTTOM, 2" SIDES (3" SIDES IF EARTH FORMED) SLABS ON GRADE 1 1/4" TOP WALLS 1 1/2" LAP CONTINUOUS REINFORCING STEEL 36 BAR DIAMETERS.

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)

Wednesday, February 24, 2010 5:13 PM

Foundation Plan

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.

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.

8 OF ____ 10 SHEET ____

S1.1

DESIGNATES BRACE (APPROXIMATELY IN THE INDICATED DIRECTION)

2.

INDICATES A VERTICAL (OR NEARLY VERTICAL) BRACE TO SUPPORTING MEMBER BELOW

3.

1. ALL RAFTERS ARE 2x6 #3 S.Y.P. AT 19.2" O.C. U.O.N. 2. RAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN 48" O.C. 3. PROVIDE 2x6 COLLAR TIES AT 48" O.C. AT UPPER 1/3 OF ROOF.

BRACE SUPPORT DESIGNATION: (ALL BRACING TO WALLS UNLESS OTHERWISE NOTED) 1 2 3

HIP VALLEY

4

2x6 CONTINUOUS PURLIN

5

ROOF BREAK

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. 5. PROVIDE DOUBLE FRAMING @ EDGES OF ALL ROOF OPENINGS LARGER THAN 24".

6. PROVIDE DOUBLE RAFTERS UNDER ALL DORMER WALLS (U.O.N.).

RIDGE

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

2.

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

3.

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

4.

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

5.

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

6.

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

7.

DESIGNATE STEEL & WOOD COLUMNS.

8.

DESIGNATE PLYWOOD DECKING

9.

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

BJ

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

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:

THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

A. SUPPORTED ON A BEAM @ THIS LEVEL.

RED ARC TE ae l R . K e HI ich

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BRACE TO BEAM

Job Number: 09013 Client: Mr. Holden

CT TE

BM

West 25th Street Houston, Texas 77008

M

1.

1.

IS

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

REG

ROOF BRACING LEGEND

West 25th

PLAN NOTES

PLAN NOTES

15.

3 1/2"X14" LVL BEAM

HOLD DOWN ANCHOR SIMPSON HTT_22 OR EQ.

ST

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

AT

18068

AS

B. CONTINUED TO SLAB BELOW. (MATCH SIZES)

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.

2" X 6"-16" O.C.

2" X 6"-16" O.C.

3'-0" 6'-8"

SHEAR WALL SAME AS EXT. SHEATHING

(2) 2X12 FULL LENGTH OF OPENING

(2) 2X12 FULL LENGTH OF OPENING

(2) 2X12 FULL LENGTH OF OPENING

2" X 6"-16" O.C.

2" X 6"-16" O.C.

pantry

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

16" TRUSSES

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

2'-0" 6'-8"

(2) 2X12 FULL LENGTH OF OPENING

construction documents 2" X 8"-16" O.C.

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

2" X 6"-16" O.C.

Document Information CAD FILE NAME: 09013holdenprj_04.pln DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

MrK gj MrK keller architecture - 2009

Project History 3'-0" 8'-0"

NAIL SHEATHING 3" 0C EDGE 6" 0C FIELD WITH 8d NAILS

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)

Wednesday, February 24, 2010 5:13 PM

Second Floor Ceiling Framing Plan

Roof Framing Plan

A4 Framing Plans

First Floor Ceiling Framing Plan

DESIGNED FOR COH 110 MPH , 3 SECOND GUST PER IRC 2000

9 OF ____ 10 SHEET ____ 0

2'

4'

8'

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.

Framing Plans

S1.2

West 25th

West 25th Street Houston, Texas 77008 Job Number: 09013 Client: Mr. Holden THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF PARADIGM DESIGN INNOVATIONS : 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.

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18068

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H2.5

RED ARC TE ae l R . K e HI

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H2.5

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.

DESIGNED FOR COH 110 MPH , 3 SECOND GUST PER IRC 2000

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

voice: 713.527.0527 fax: 832.201.9814 kellerdesign.blogspot.com

Drawing Issue:

construction documents Document Information CAD FILE NAME: 09013holdenprj_04.pln

mrk.jump.04.2009:09013_holden:13_condocs:09013holdenprj_04.pln

DESIGNED BY: DRAWN BY: CHECKED BY: COPYRIGHT:

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)

Wednesday, February 24, 2010 5:13 PM

Framing Details

10 OF ____ 10 SHEET ____

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.

S1.3