catspringbinder

REG

IS

TERED ARCHITEC

T

STATE O F TEXA

S

M

ichael R. Kelle r

18068

ISSSUED 20th october 2009

100 Jackson Suite 130 C voice: 713.527.0527Houston , Texas [email protected]

esplanade

GENERAL

G1.10

G3.10

SYMBOLS AND ABBREVIATIONS

Specifications

ARCHITECTURAL

A1.10

A2.11

A2.21

A3.11

A3.12

A4.11

A4.12

A4.21

A4.22

A4.23

A5.10

A6.10

A6.11

A6.12

A7.10

Site Plan

1st FLOOR PLAN

1st FLOOR RCP

Building Elevations

Building Elevations

Building Sections

Building Sections

Framing & Water Proofing

Framing Details

Framing Details

Green Technology

Foundation Plan

Sections & Specs

Pier & Sill Details

Interior Elevations

Texas CottageCat Spring, Texas

Project Data:Single Family Residence:

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

Back Porch Area 521 sq.ft.

Project Address:cat spring texas

Scope of Work:This project is for a new single family dwelling. It will have1 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 anyconsultant(s) retained by the architect attests only to the architect'scooridination of the consultant's work with that of the architect's anddoes not imply the architect's practice of the consultant's specialty.

Sheet Index

G3.10

Thursday, April 22, 2010 1:21 PM

REG

IS

TERED ARCHITEC

T

STATE O F TEXA

S

M

ichael R. Kelle r

18068

183

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

Legal NotesTHE SEAL APPEARING ON THISDOCUMENT WAS AUTHORIZED BYMICHAEL R. KELLER, AIA, TEXAS#18068. THE ORIGINAL SIGNEDDOCUMENT IS HELD AT THE OFFICEOF KELLER ARCHITECTURE.

Texas Cottage#StreetCat Spring, Texas 78006

Job Number: 09004Client: The Walkers

101 Crawford Suite 110B voice: 713.527.0527Houston , Texas 77002 fax: [email protected] kellerdesign.blogspot.com

SHEET ____ OF ____

Document InformationCAD FILE NAME: 09004_Walker_prj08.pln

DESIGNED BY: MrK DRAWN BY: gj CHECKED BY: MrK COPYRIGHT: keller architecture - 2009

Specifications

conceptual

Project HistoryDate: Issue: 00.00.00 Client Review (SD)00.00.00 Design Review (DD)00.00.00 Client Review (CD)00.00.00 Client Review (CD)

Drawing Issue:

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.

16.5

16.4

16.3

16.2

16.1

15.19

15.18

15.17

15.16

15.15

15.14

15.13

15.12

15.11

15.10

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.2

13.3

13.2

13.1

11.3

11.2

11.1

10.1

9.10

9.8

9.7

9.6

9.5

9.4

9.3

9.2

Division 16: Electrical

15.1

Division 15: Mechanical

Division 14: Conveying Systems

Division 13: Special ConstructionDivision 12: Furnishings

Division 11: Equipment

Division 10: Specialties

Division 9: Finishes9.1

8.6

8.5

8.4

8.3

8.2

8.1

Division 8: Doors and Windows

7.8

7.7

7.6

7.5

7.4

7.3

7.2

7.1

Division 7: Thermal and Moisture Protection

6.15

6.14

6.13

6.12

6.11

6.10

6.9

6.8

6.7

6.6

6.5

6.4

6.3

6.2

6.1

5.5

Division 6: Wood

5.3

5.2

5.1

4.6

Division 5: Metals

4.5

4.4

4.3

4.2

4.1

3.8

Division 4: Masonry

3.7

3.6

3.5

3.4

3.3

3.2

3.1

Division 3: Concrete

2.9

2.8

2.7

2.6

2.5

2.4

2.3

2.2

2.1

Division 2: Sitework

1.2

1.16

1.15

1.14

1.13

1.12

1.11

Division 1: General Requirements

and SpecificationsGeneral Requirements

1.10

1.9

1.8

1.7

1.6

1.5

1.4

1.3

1.1ALL SITE WORK SHALL BE DONE PER THE GOVERNING AUTHORITY'SCODES, ORDINANCES AND STANDARDS.

VERIFY ANY DEMOLITION AS NECESSARY TO PROCEED WITHCONSTRUCTION OF THE PROJECT. DEMOLITION SHALL INCLUDETEMPORARY UTILITIES, DEMOLITION PERMITS, PROTECTION OF FENCES,TREES AND STRUCTURES TO REMAIN, INCLUDING THOSE ON ADJACENTPROPERTIES, AND CONTROL OF NOISE, DUST, AND DEBRIS.

ALL SITE PREPARATION FOR BUILDING FOUNDATION SHALL TAKE PLACEBASED ON REQUIREMENTS SET FORTH BY THE GEOTECHNICALINVESTIGATION AND A THOROUGH UNDERSTANDING OF THE ENGINEER'SCONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROVIDE ALLCONSTRUCTION SURVEYING AND STAKING TO PROPERLY LOCATE THESTRUCTURE ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FORENSURING THAT THE SURVEY DOCUMENT IS ACCURATE AND CORRECTPRIOR TO PLACING FOUNDATION FORMWORK.

ESTABLISH AND CONFIRM THE FINISHED SLAB ELEVATION AND INSURETHAT IT IS TWELVE (12) INCHES ABOVE THE NEAREST MANHOLE COVER.

ALL SITE PREPARATION FOR BUILDING FOUNDATION, PORCHES,DRIVEWAYS, SIDEWALKS, OTHER FLATWORK, WALLS, AND FENCES SHALLPROMOTE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATION. ALLDRAINAGE AND RUNOFF SHALL BE DIRECTED TO THE STREET. TYPICALSLOPES FOR DRIVEWAYS, SIDEWALKS AND EXTERIOR PATIOS SHALL BE AMINIMUM OF 1% AND A MAXIMUM OF 5%. CROSS SLOPES ATSIDEWALKS AND DRIVEWAYS SHALL NOT EXCEED 2%.

ALL UNPAVED AREAS SHALL BE LANDSCAPED AND GRADED TO PROMOTEPOSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATION.

DETERMINE LOCATION OF EXISTING SITE UTILITIES (SANITARY SEWER,WATER, ELECTRICAL, GAS) AND SECURE CONNECTION PERMIT FROMAPPROPRIATE UTILITY SERVICE COMPANIES.

PROVIDE ALL REQUIRED CURB CUTS, SUB-BASE, DRIVEWAYS, PARKINGAREAS, AND OTHER PAVING. CONTRACTOR SHALL PROVIDE ALLREQUIRED FENCING, GATES, AND OTHER ENCLOSURES AND MATERIALS.

ALL AREAS TO RECEIVE LANDSCAPING SHALL BE PROVIDED WITH AMINIMUM 8" DEPTH OF TOPSOIL, SMOOTHLY GRADED TO SLOPE AWAYFROM BUILDING.

CONCRETE SHALL BE 5-SACK MIX, MINIMUM 3000 PSI COMPRESSIVESTRENGHT AT 28 DAYS AND 45 INCH SLUMP IN STANDARD CYLINDER.REINFORCING STEEL IS ASTM A-615 GRADE 60 WITH A-305DEFORMATIONS DETAILED AND INSTALLED AS PER ACI CODE. CHAIRSSHALL BE GALVANIZED WITH PLASTIC TIPS OR ALL PLASTIC. USEUTILITY GRADE FIR OR BETTER FOR FORM BOARDS.

PROVIDE ALL REQUIRED FOUNDATIONS, GRADE BEAMS, PIERS, ANDFLATWORK TO COMPLETE THE PROJECT IN STRICT ACCORDANCE WITHTHE REQUIREMENTS OF THE GEOTECHNICAL INVESTIGATION ANDENGINEER'S CONSTRUCTION DOCUMENTS.

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

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

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

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

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

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

PROVIDE ALL REQUIRED MASONRY TO COMPLETE THE PROJECT.

ALL MASONRY, INCLUDING BRICK, CONCRETE MASONRY,, STONE, CASTSTONE, CONCRETE PAVERS, AND RELATED MATERIALS SHALL BEINSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANDAPPLICABLE CODES.

ALL MORTAR IS ASTM 270, TYPE S, 1 PART CEMENT, 1/2 PARTHYDRATED LIME, 34 1/2 PARTS SAND.

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

PROVIDE STEEL LINTELS AT MASONRY OPENINGS AS INDICATED INDIVISION 5.

MASONRY FIREPLACES SHALL BE CONSTRUCTED WITH FIREBRICK, STONEHEARTH, STEEL DAMPER, SMOKE CHAMBER, CLAY TILE FLUE, ANDMASONRY CHIMNEY ACCORDING TO THE LATEST AMI STANDARDS.

PROVIDE ALL REQUIRED STRUCTURAL STEEL MEMBERS AND RELATEDPLATES, GUSSETS, BOLTS, SCREWS, JOISTS HANGERS, WELDS, ETC. TOCOMPLETE THE PROJECT IN STRICT ACCORDANCE WITH THE ENGINEER'SCONSTRUCTION DOCUMENTS AND APPLICABLE CODES.

ALL HOT-ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A-36,STEEL PIPE TO ASTM A501. GALVANIZED STEEL SHALL CONFORM TOASTM A525, G90. ALL WELDS SHALL BE GROUND SMOOTH WHENEXPOSED TO VIEW AND ALL STEEL FABTICATIONS SHALL CONFORM TO AMINIMUM OF CLASS 2.

ALL JOIST HANGERS, STRAP TIES, HURRICANE ANCHORS, TO BEINSTALLED IN ACCORDANCE WITH ENGINEER'S CONSTRUCTIONDOCUMENTS AND MANUF. INSTRUCTIONS.

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

DRAWINGS: THE DRAWING SET IS ARRANGED FROM THE GENERAL TOTHE SPECIFIC, FROM THE OVERALL VIEW TO THE DETAILED VIEW. THEDRAWINGS ARE TITLED ACCORDING TO LOCATION IN THE PROJECT ANDTYPE OF DRAWING. GENERALLY, THE DETAIL DRAWINGS ARE NOTREFERENCED TO THE OVERALL VIEWS WHEN THEIR TITLE SUFFICIENTLYDESCRIBES THEIR LOCATION IN THE PROJECT. UNLESS OTHERWISEINDICATED, INDIVIDUAL DRAWINGS ARE THE SAME SCALE AS NOTED INTHE TITLE BLOCK OF THE SHEET OF WHICH THE DRAWINGS I

CODES: THE PROJECT SHALL BE COMPLETED IN STRICT ACCORDANCEWITH ALL APPLICABLE CODES, LATEST REVISIONS AND SUPPLEMENTS,INVOLVING THE INTERNATIONAL BUILDING CODE, THE INTERNATIONALRESIDENTIAL CODE, THE NATIONAL ELECTRICAL CODE, THE TEXASMUNICIPAL LEAGUE PLUMBING CODE, THE N.F.P.A. 90A & N.F.P.A. 90BCODES FOR HVAC SYSTEMS, THE INTERNATIONAL FIRE CODE, ANDAPPLICABLE STANDARDS PROVIDED BY THE CONSTRUCTION CODE OF UL(UNDERWRITERS LABORATORIES INC.) ALL WORK SHALL BE INACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITIESREGARDLESS OF INFORMATION SHOWN IN THE CONSTRUCTIONDOCUMENTS.

COMPLETION OF WORK: CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE INTENT OFTHE ENTIRE PROJECT, INCLUDING BUT NOT LIMITED TO ALL INTERIORAND EXTERIOR FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, MOISTUREPROTECTION, INSULATION, AND UTILITIES AS NECESSARY FOR OBTAININGA CERTIFICATE OF OCCUPANCY REGARDLESS OF INFORMATION SHOWN INTHE CONSTRUCTION DOCUMENTS.

COORDINATION: THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLYREVIEWING THE CONSTRUCTION DOCUMENTS, INCLUDING THE SCOPE OFWORK AND ALL REQUIREMENTS NECESSARY TO COMPLETE THE WORK,FOR ALL TRADES AND SUPPLIERS. THE CONTRACTOR IS RESPONSIBLEFOR COORDINATING ALL CONSTRUCTION WORK AND SUBCONTRACTORS.

WORKMANSHIP: ALL WORK SHALL BE PERFORMED IN AN ORDINARY,CUSTOMARY, AND WORKMAN-LIKE MANNER AND IN STRICT ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS AND CUSTOMARY CONSTRUCTIONMETHODS.

SUBSTITUTIONS AND COLORS: WHERE NAME BRANDS AND/OR MODELNUMBERS ARE CALLED FOR IN THE SPECIFICATIONS, THEY ARE TO BEAS SPECIFIED OR AN APPROVED EQUAL AS DETERMINED BY THE OWNERAND ARCHITECT. WHERE COLORS OR TEXTURES ARE INDICATED,PROVIDE A MIN. 12"x12" SAMPLE PANEL FOR FINAL APPROVAL OFOWNER.

INSPECTION OF PREMISES: THE CONTRACTOR IS FULLY RESPONSIBLEFOR INSPECTING THE EXISTING PREMISES OR PROPERTY AND VERIFYINGALL EXISTING CONDITIONS IN THE FIELD, INCLUDING ALL DEEDRESTRICTIONS, EASEMENTS, UTILITIES, AND BUILDING REGULATIONS.

HOLD HARMLESS: ALL CONTRACTORS AND SUBCONTRACTORS AGREE TOHOLD HARMLESS AND INDEMNIFY THE OWNER, ARCHITECT, ENGINEER,AND DESIGNER FOR ANY AND ALL LIABILITIES, LOSSES, AND FOR CLAIMSWHICH MAY ARISE, DIRECTLY OR INDIRECTLY, ON ACCOUNT OF THECONSTRUCTION WORK, REGARDLESS OF THE CONTENT OF THECONSTRUCTION DOCUMENTS.

LICENSED TRADESMEN: TO THE EXTENT REQUIRED BY LAW, ALL WORKSHALL BE PERFORMED BY INDIVIDUALS DULY LICENSED AND AUTHORIZEDBY LAW TO PERFORM SAID WORK.

RELEASES: CONTRACTOR SHALL FURNISH OWNER EVIDENCE OFAPPROPRIATE RELEASES OR WAIVERS OF LIEN FROM SUBCONTRACTORSAND TRADESMEN FOR ALL WORK PERFORMED OR MATERIALS PROVIDEDPRIOR TO THE COMPLETION OF THE PROJECT.

CHANGE ORDER: ALL CHANGE ORDERS SHALL BE IN WRITING ANDSIGNED BY BOTH THE OWNER AND CONTRACTOR. NO ADDITIONALCHARGES WILL BE ALLOWED ON THE BASIS OF INFORMATION PROVIDEDOR NOT PROVIDED IN THE CONSTRUCTION DOCUMENTS.

INSURANCE: THE CONTRACTOR WARRANTS IT IS ADEQUATELY INSUREDFOR INJURY TO ITS EMPLOYEES AND OTHERS INCURRING LOSS ORINJURY AS A RESULT OF THE ACTS OF THE CONTRACTOR OR ITSEMPLOYEES OR SUBCONTRACTORS. THE CONTRACTOR ANDSUBCONTRACTOR SHALL HAVE IN FORCE THE MINIMUM LIMITS OFINSURANCE INCLUDING WORKMEN'S COMPENSATION, AS REQUIRED BYLAW, FOR THE DURATION OF THE PROJECT.

CLEANLINESS: CONTRACTOR AGREES TO REMOVE ALL DEBRIS ANDLEAVE THE PREMISES IN BROOM CLEAN CONDITION. CONTRACTORAGREES TO PROTECT ADJACENT PROPERTIES AND VEGETATION ANDOTHER EXISTING CONDITIONS TO BE PRESERVED FROM DAMAGE DUE TOCONSTRUCTION.

DISPUTES: ALL DISPUTES SHALL BE RESOLVED BY BINDINGARBITRATION IN ACCORDANCE WITH RULES OF THE AMERICANARBITRATION ASSOCIATION OR THROUGH MEDIATION BY A LICENSEDPROFESSIONAL MEDIATOR.

ACCURACY OF DOCUMENTS: THE OWNER AND CONTRACTOR RECOGNIZETHAT THERE MAY BE INACCURACIES OR OMISSIONS IN THECONSTRUCTION DOCUMENTS. NOTIFY THE OWNER AND ARCHITECTIMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS IN THECONSTRUCTION DOCUMENTS AND RESOLVE ANY PROBLEMS ARISINGIMMEDIATELY PRIOR TO CONTINUING THE WORK. THE ARCHITECT,DESIGNER, AND ENGINEER SHALL NOT BE HELD LEGALLY RESPONSIBLEFOR INACCURACIES OR OMISSIONS IN THE CONSTRUCTION DOCUMENTS.THE DESIGNER SHALL BE NOTIFIED BY THE CONTRACTOR OR OWNER INREGARD TO ANY AND ALL CHANGES OR REVISIONS MADE TO THECONSTRUCTION DOCUMENTS OR THE BUILDING IN THE FIELD DURINGCONSTRUCTION. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLEFOR ANY COMPLICATIONS WHICH ARISE DUE TO CHANGES OR REVISIONSMADE TO THE CONSTRUCTION DOCUMENTS OR THE BUILDING IN THEFIELD WHICH OCCURRED WITHOUT PROPER NOTIFICATION.

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

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

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

VERIFY LOCATION OF ALL WATER AND SEWER LINES PRIOR TOFOUNDATION PLACEMENT.

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

LAUNDRY FLOOR DRAIN SHALL TERMINATE AT SANITARY SEWER.

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

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

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

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

PROVIDE ALL REQUIRED CONDENSING UNITS, DUCTWORK, RETURN ANDSUPPLY GRILLES, THERMOSTAT CONTROLS, CONDENSATE METAL PANSAND DRAINS, ELECTRICAL, ETC. TO COMPLETE THE PROJECT.

ALL DUCTWORK SHALL BE INSULATED RIGID METAL WITH SUPERIORQUALITY ADJUSTABLE PAINTED METAL SUPPLY GRILLES. INSULATEDFLEXIBLE DUCTWORK MAY BE USED FOR RETURN AIR SHAFTS AND INDIFFICULT TO ACCESS SUPPLY AREAS.

ALL SUPPLY GRILLES SHALL BE LOCATED IN A SYMMETRICAL LOGICALPATTERN WITH REGARD TO LIGHT FIXTURES, WINDOWS, DOORS, ANDROOM CEILING. MISPLACED GRILLES WILL BE RELOCATED AT NO COSTTO OWNER.

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

ALL HVAC EQUIPMENT SHALL BE LOCATED TO PREVENT NOISE ANDVIBRATION IN ALL ROOMS OF BUILDING. HVAC FAN UNITS SHALL BEINSTALLED ON VIBRATION ISOLATORS. HVAC CONDENSING UNITS SHALLBE LOCATED ON CONCRETE PADS.

VERIFY LOCATION OF HVAC CONDENSING UNITS ON SITE PLAN PRIOR TOPLACING UNITS.

ALL MECHANICAL EXHAUSTS SHALL BE INSTALLED PER MANUF. SPECSAND TERMINATE AT THE EXTERIOR OF THE BUILDING.

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

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

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

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

ALL SMOKE DETECTORS TO BE INTERCONNECTED WITH BATTERY BACKUP.

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

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

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

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

DOOR FROM GARAGE TO INTERIOR SHALL BE U.L. RATED 20 MINUTE 13/8" SOLID CORE SELF-CLOSING AND LATCHING WITH CLOSER.

ALL GLASS WITHIN 24" OF EGRESS DOORS OR 18" OF FLOOR SHALLBE SAFETY GLAZED. ALL FRENCH DOORS AND GLASS BATHENCLOSURES SHALL BE SAFETY GLAZED.

UNDERCUT DOOR OF LAUNDRY TO ALLOW ADEQUATE GAS APPLIANCEVENTILATION.

PROVIDE ALL NECESSARY HARDWARE TO COMPLETE THE PROJECT,INCLUDING HINGES, LOCKS, DEAD BOLTS, DOOR STOPS, DOOR PULLS,MASTER KEYS, ETC.

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

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

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

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

PAINTED WALLS AND CEILINGS SHALL RECEIVE A LIGHT TEXTURE, ONECOAT PRIMER AND TWO FINISH COATS COATS OF HIGH QUALITY SATINLATEX PAINT IN COLORS SELECTED BY OWNER. CONTRACTOR TOVERIFY WITH OWNER TEXTURE TYPE DESIRED.

WALLS WITH COVERINGS SHALL RECEIVE NO TEXTURE OR PAINT. WALLCOVERING IS TO BE PROVIDED BY THE OWNER FOR INSTALLATION BYTHE CONTRACTOR.

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

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

TRANSITION FROM WOOD FLOOR TO ANY OTHER FLOOR MATERIAL SHALLHAVE A FLUSH 21/4" TRANSITION STRIP OF THE SAME MATERIAL ASTHE WOOD FLOOR.

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

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

PROVIDE ALL NECESSARY EQUIPMENT AND APPLIANCES TO COMPLETETHE PROJECT. RESOLVE ANY ALLOWANCE ISSUES PRIOR TO BEGINNINGTHE PROJECT.

PROVIDE UTILITY CONNECTIONS IN RECESSED WALL BOXES FOR ALLAPPLIANCES AND EQUIPMENT REQUIRING WATER AND/OR GAS.

PROVIDE ALL REQUIRED ELECTRICAL AND PLUMBING FOR AN OUTDOORPOOL OR SPA.

COORDINATE ANY PERMITTING, LOCATION, AND INSTALLATION ISSUES WITHPOOL CONTRACTOR.

EXCEPT AS OTHERWISE INDICATED, PRE-MANUFACTURED FIREPLACESSHALL BE MAJESTIC SUPER HEARTH 36 OR APPROVED EQUALCONSTRUCTED WITH FIREBRICK, STONE HEARTH, STEEL DAMPER, SMOKECHAMBER, DOUBLE WALL FLUE, AND MASONRY CHIMNEY ACCORDING TOTHE LATEST AMI STANDARDS.

STEEL LINTEL SCHEDULE:

MAX OPEN'G ANGLE REQUIRED MIN BEAR'G

5'-0" 3 1/2 x 3 1/2 x 5/16 8" 7'-0" 4 1/2 x 3 1/2 x 5/16 8" 8'-0" 5 1/2 x 3 1/2 x 3/8 8" 9'-0" 5 1/2 x 3 1/2 x 3/8 9" 10'-0" 6 1/2 x 3 1/2 x 3/8 10"

ALL LONG LEGS VERTICAL

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

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

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

SUB FLOOR MATERIAL OVER ANY SPANS SHALL BE 11/8" TONGUEAND GROOVE "STURDI-FLOOR", GLUED AND SCREWED TO FRAMING.

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

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 ANDDETAILS.

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

ALL FRAMING DIMENSIONS ARE FROM FACE OF STUD OR TOCENTERLINES OF OPENINGS.

VERIFY LOCATION AND PLATE HEIGHT OF ALL DORMER, ATTIC, PONYWALL, TOWER, AND STORAGE ELEMENTS IN FIELD PRIOR TO PLACING.

ALL SECOND AND THIRD FLOOR BATHS AND LAUNDRY ROOM SHALLHAVE 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. ALLSTAIR FRAMING SHALL BE PER APPLICABLE CODE. MIN. CLEAR HEADHEIGHT 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 BALCONYSHALL BE 42" HIGH WITH MAX. 4" BETWEEN STILES.

INTERIOR WOOD TRIM SHALL BE STAIN GRADE OR PAINT GRADE ASNOTED. ALL MILLWORK AND FINISHED CARPENTRY SHALL COMPLY WITHARCHITECTURAL WOODWORK QUALITY STANDARDS AS PUBLISHED BYARCHITECTURAL WOODWORK INSTITUTE (AWI) AND BE CUSTOM GRADE.

EXCEPT AS OTHERWISE SHOWN, PROVIDE DOOR AND WINDOW HEADERSPER THE FOLLOWING SCHEDULE:

MAX. SPAN SIZE 2'-6" 22x4 4'-6" 22x6 6'-0" 22x8 7'-6" 22x10

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

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

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

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

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

VERIFY THAT THERMAL INSULATION DOES NOT BLOCK PROPERVENTILATION OF ROOF ASSEMBLY PRIOR TO INSTALLING ANY ROOFINGMATERIALS.

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

EXTERIOR SIDING AND TRIM BOARDS SHALL BE FIBER CEMENT LAPSIDING AND TRIM BOARDS AS MANUFACTURED BY JAMES HARDIEBUILDINGPRODUCTS.

G1.10


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SHEET ____ OF ____



SYMBOLS ANDABBREVIATIONS

conceptual


Drawing Issue:


C

1

EL. 11.25'

EL. 11.25'

+11'-4"

N

MATCH LINERE: A2.04

A

1

SS-1

CPT-1

PT-1

B-1

N

101

A8.12D1

C1

B1

A1

A1/A8.10

3

4

F

L

J

D Q

D Q

H

S

T

I

S

D Q

C

P

C

B

A

D

AA

B

C

D

B

C

D

E E

ABBREVIATIONS

H

J

L

B

A

C

E

D

I

G

F

M

O

P

Q

R

N

S

SYMBOLS

CAB. CABINETCB CATCH BASINCCTV CLOSED CIRCUIT TELEVISIONCEM. CEMENTCER. CERAMICCFMF COLD FORMED METAL FRAMINGCIP CAST IN PLACEC.I. CAST IRONCIR. CIRCLECJ CONTROL JOINTCKBD. CHALK BOARDCLG. CEILINGCLG. HT. CEILING HEIGHTCLR. CLEAR(ANCE)CL. CLOSETCM / cm CENTIMETERCMU CONCRETE MASONRY UNITCNTR. COUNTERCOL. COLUMNCOMPRES. COMPRESSIBLECOMP. COMPOSITIONCONC. CONCRETECOND. CONDITIONCONF. CONFERENCECONST. CONSTRUCTIONCONTR. CONTRACTORCONT. CONTINUOUSCORRU CORRUGATEDCORR. CORRIDORCG CORNER GUARDCSMT. CASEMENTCTR. CENTERCTSK COUNTERSUNKC.T. CERAMIC TILECU. FT. CUBIC FOOT (FEET)CU. YD. CUBIC YARDCW COLD/CHILLED WATERC-C CENTER TO CENTERC.O. CASED OPENINGC.W. COOL WHITEC.W.X. COOL WHITE DELUXE

JAN JANITORJST. JOISTJT. JOINT

AB ANCHOR BOLTABV. ABOVEACC. ACCESS / ACCESSIBLEACC. FL. ACCESS FLOORACC. PNL. ACCESS PANELACM ALUMINUM COMPOSITE METALACOUS. ACOUSTICALA.C.T. ACOUSTICAL CEILING TILEADJUST. ADJUSTABLEADJ. ADJACENTAD AREA DRAINA.F.F. ABOVE FINISH FLOORAGG. AGGREGATEALT. ALTERNATEALUM. ALUMINUMANCH. ANCHOR / ANCHORAGEANG. ANGLEANOD. ANODIZEDAPPROX. APPROXIMATEARCH. ARCHITECT / ARCHITECTURALAUTO. AUTOMATICAUX. AUXILIARYAVE. AVENUEAVG. AVERAGEA/C AIR CONDITIONINGA/V AUDIO VISUAL

BD. BOARDB/F BOTH FACESBITUM. BITUMINOUSBLDG. BUILDINGBLKG. BLOCKINGBLK. BLOCKBM BEAMB.M. BENCH MARKBOT. BOTTOMB.O.C. BOTTOM OF CURBBRG. BEARINGBRG. PL. BEARING PLATEBRKT. BRACKETB.S. BOTH SIDESBSMT. BASEMENTBTW. BETWEENB.U.R. BUILT-UP ROOFINGB.W. BOTH WAYSB&B BALLED AND BURLAPPEDB-B BACK TO BACK

I.D. INSIDE DIAMETERINCAND. INCANDESCENTINCL. INCLUDE(D)INFO. INFORMATIONINSUL. INSULATIONINT. INTERIORIN INCH(ES)I.P.S. INSIDE PIPE SIZE

EA. EACHEDF ELECTRIC DRINKING FOUNTAINEFOB EXTERIOR FACE OF BUILDINGEJ EXPANSION JOINTELAS. ELASTIC / ELASTOMERICELEC. ELECTRICALELEV ELEVATOREL. ELEVATIONEMER. EMERGENCYEP EXPLOSION PROOFEQUIP. EQUIPMENTEQ. EQUALESR ELASTIC SHEET ROOFINGE.W. EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREXH EXHAUSTEXIST. EXISTINGEXPAN. EXPANSIONEXP. EXPOSEDEXT. EXTERIOR

DBL. DOUBLEDEFL. DEFLECTIONDEPT. DEPARTMENTDF DRINKING FOUNTAIND.H. DOUBLE-HUNGDIAG. DIAGONALDIA. DIAMETERDIM. DIMENSIONDISC. DISCONNECTDISP. DISPENSERD.L. DEAD LOADDMPFG. DAMPPROOFINGDN DOWNDR. DOORDS DOWNSPOUTDTL. DETAILDWC. DRYWALL FURRING CHANNELDWG. DRAWINGDWR. DRAWERD. / d. DEEP / DEPTH

GALV. GALVANIZEDGAL. GALLONGA GAUGEGC GENERAL CONTRACTORGD. GUARDGEN. GENERALG.I. GALVANIZED IRONGL GLASS / GLAZINGGMP GUARANTEED MAXIMUM PRICEGR. GRADE / GRADINGGYP. GYPSUM

LAM. LAMINATEDLAV. LAVATORYLGTH. LENGTHLH LEFT-HANDLV. LEVELLIN. LINEARLL LIVE LOADLT. LIGHTLVR. LOUVERLWT LIGHT-WEIGHT

HB HOSE BIBBH.C. HOLLOW COREHDCP. HANDICAPPEDHDWD. HARDWOODHDWR. HARDWAREHD. HEADH.F.S. HALF FULL-SIZEH.M. HOLLOW METALHORIZ. HORIZONTALHP HORSEPOWERHR HOURHT. HEIGHTHVAC HEATING / VENTILATING /

AIR CONDITIONINGHW HOT WATERHYD. HYDRANT

M / m METERMM / mm MILLIMETERMACH. MACHINEMAINT. MAINTENANCEMAS. MASONRYMATL. MATERIALMAX. MAXIMUMMECH. MECHANICALMEP MECHANICAL / ELECTRICAL /

PLUMBINGMFR. MANUFACTURERMH MANHOLEMIN. MINIMUMMISC. MISCELLANEOUSM.L. METAL LATHMLDG. MOULDINGM.O. MASONRY OPENINGMTD. MOUNTEDMTG. MOUNTINGMTL. METALMULL. MULLION

OA OVERALLO.C. ON CENTERO.D. OUTSIDE DIAMETEROFCI OWNER FURNISHED /

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED /

OWNER INSTALLEDOH OVERHEADO.P. OPERABLE PARTITIONOPH OPPOSITE HANDOPNG. OPENINGOPP. OPPOSITEOPQ. OPAQUEORD OVERFLOW ROOF DRAINO.S. OVERFLOW SCUPPEROSU OHIO STATE UNIVERSITYO/A OUTSIDE AIR

PART. PARTITIONPCF POUNDS PER CUBIC FOOTPCP PORTLAND CEMENT PLASTERPCT PORCELAIN CERAMIC TILEPED. PEDESTALPERF. PERFORATEDP.G. PLATE GLASSPL. PLATEPLAST. PLASTERPLAS. PLASTICPLF POUNDS PER LINEAR FOOTPLBG. PLUMBINGPLYWD. PLYWOODPNL. PANELPOL. POLISHEDPRKG. PARKINGPR. PAIRPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPTD. PAINTEDP.V.C. POLYVINYL CHLORIDEPVG. PAVINGPVMT. PAVEMENTP.L. PROPERTY LINEP.LAM. PLASTIC LAMINATEP/C PRECASTPFP PREFINISHED PANEL

QT QUARRY TILE

RCP REFLECTED CEILING PLANR.C.P. REINFORCED CONCRETE PIPERD ROOF DRAINREBAR REINFORCING BARRECEPT. RECEPTIONRECEP. RECEPTICLERECOM. RECOMMENDATIONREC. RECESSEDREF. REFRIGERATORREG. REGULATIONREINF. REINFORCEDREQ'D. REQUIREDRES. RESILIENTRET. RETURNREV. REVERSE / REVISIONRE REFER TORFG. ROOFINGRH RIGHT-HANDR RISERRM ROOMR.O. ROUGH OPENINGR.O.W. RIGHT OF WAYRAD. RADIUSR/AG RETURN AIR GRILLER/A RETURN AIR

FA FIRE ALARMF.C. FIRE CODEFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFHC FIRE HOSE CABINETFH FIRE HYDRANTFIN. FINISH / FINISHEDFIXT. FIXTUREFLRG. FLOORINGFLR. FLOORFLSHG. FLASHINGFLUOR. FLUORESCENTF.P.W. FLOOD PROTECTION WALLFL FLOW LINEF.M. FACTORY MUTUALFND. FOUNDATIONFRPF. FIREPROOF(ING)FSEC FOOD SERVICE EQUIPMENT

CONTRACTORF.S. FULL SIZEFTG. FOOTINGFT. FOOT / FEETFURN. FURNISHFURR. FURRED / FURRINGF.V. FIELD VERIFYF.V.C. FIRE VALVE CABINETF.W.C. FABRIC WALL COVERING

NAT. NATURALNFHB NON-FREEZE HOSE BIBBN.I.C. NOT IN CONTRACTNOM. NOMINALNO. or # NUMBERN.R. NOISE REDUCTIONN.R.C. NOISE REDUCTION COEFFICIENTN.T.S. NOT TO SCALE

SCHED. SCHEDULES.C. SOLID CORESD STORM DRAINSECT. SECTIONSF SQUARE FOOT / FEETSH SINGLE-HUNGSHVL. SHELVES / SHELVINGSHTHG. SHEATHINGSHT. SHEETSHT. GL. SHEET GLASSSHWR. SHOWERSIM. SIMILARSPEC. SPECIFICATIONSPKR. SPEAKERSQ. SQUARES.S. STAINLESS STEELSS SANITARY SEWERSTAB, STABILIZE(D)STA. STATIONS.T.C. SOUND TRANSMISSION COEFFICIENTSTD. STANDARDSTL. STEELSTOR. STORAGESTRUCT. STRUCTURE / STRUCTURALSUSP. SUSPENDEDSW SWITCHSYM. SYMMETRICALSYN. SYNTHETICSYS. SYSTEMS/AD SUPPLY AIR DIFFUSERS/A SUPPLY AIR

CENTERLINE

@ AT

[ CHANNEL

ROUND/DIAMETER

PLATE

ANGLE

& AND

PER

SQUARE

PLUS OR MINUS

/

VAC. VACUUMV.C.T. VINYL COMPOSITION TILEVERT. VERTICALVEST. VESTIBULEV.W.C. VINYL WALL COVERING

UL UNDERWRITERS LABORATORYU.N.O. UNLESS NOTED OTHERWISEUofC UNIVERSITY OF CALIFORNIAUR. URINAL

T.B. TOWEL BARTCOC TEXTURE COATING ON CONCRETETEL. TELEPHONETEMP. TEMPERED / TEMPORARY /

TEMPERATURETHK. THICK(NESS)THRES. THRESHOLDTINT. TINTEDTKBD. TACKBOARDT.O.C. TOP OF CURB / CONCRETETOL. TOLERANCET.O.S. TOP OF STEEL / SLABT.O.S.S. TOP OF STRUCTURAL SLABT.O.W. TOP OF WALLT.P.D. TOILET PAPER DISPENSERTRANS. TRANSFERTRZO. TERRAZZOT TREADT&G TONGE & GROOVET.S. TUBE STEELT.T.C. TELEPHONE TERMINAL CABINETTV TELEVISIONTYP. TYPICAL

XFMR. TRANSFORMER

WC WATER CLOSETWDW. WINDOWWD. WOODWF WIDE FLANGEWH WALL-HUNGW.I. WROUGHT IRONWP. WATERPROOF(ING)WR. WATER RESISTENTWT. WEIGHTW.W.F. WELDED WIRE FABRICW.P. WORK POINTW.W. WARM WHITEW.W.X. WARM WHITE DELUXEW/ WITHW/I WITHINW/O WITHOUT

V

U

T

X

W

PL

MATERIAL REPRESENTATIONS

EXHAUST DIFFUSER

R/A GRILLE

S/A DIFFUSER

VERTICAL ELEVATION

SUSPENDED ACOUSTICAL

CEILING GRID

EXISTING FIXTURE TO REMAIN

REVISION NUMBER AND AFFECTED AREA

EXISTING FIXTURE TO BE REMOVED

RELOCATED FLUOR. LIGHT FIXTURE

NEW FLUOR. LIGHT FIXTURE

EXISTING ELEVATION

NEW ELEVATION

SURFACE-MTD. FLUOR. LIGHT FIXTURE

DIRECTIONAL SPOT (EYEBALL) LIGHT FIXTURE

FEATURE/CHANDLIER TYPE LIGHT FIXTURE

CEILING FAN

CEILING FAN W/ LIGHT KIT

SECURITY LIGHT FIXTURE

INTERIOR EXTERIOR

FIXTURE DESIGNATION (IF REQUIRED)

DIRECTIONAL (WALL-WASHER) FIXTURE

PENDANT LIGHT FIXTURE

WALL-MOUNTED (SCONCE) FIXTURE

RECESSED (CAN) LIGHT FIXTURE

UNDER CABINET LOW VOLTAGE FIXTURE

LOW VOLTAGE TREAD LIGHT

SURFACE-MTD. LIGHT FIXTURE

ELEVATIONSECTION

SPRAYED FIREPROOFING

BATT/BLANKET INSUL.

CONCRETE

RIGID INSUL.

ROOF DECK INSUL.

GYPSUM SHEATHING

PRECAST CONCRETE

GYPSUM WALLBOARD

JOINT FILLER

BACKER ROD & SEALANT

ACOUS. CEILING

CARPET

CMU

BRICK

CAST/CUT STONE

NATURAL STONE

FINISHED WOOD

METAL LATH & PLASTER

CERAMIC/QUARRY TILE

GLASS/MIRROR

STEEL

ALUMINUM

BRASS/BRONZE

GRADE/EARTH

GRAVEL

SAND

CONT. WOOD BLOCKING

DISCONT. WOOD SHIM

PLYWOOD (LOW & HIGH DETAIL)

ROOM NAME

BASE FINISH

ROOM / DOOR NUMBER

WALL SECTION / SECTION DETAIL

ENLARGED DETAIL

NORTH ARROW

ELEVATION (INTERIOR AND EXTERIOR)

BUILDING SECTION

NON-DIRECTIONAL SECTION DETAIL

PARTITION TYPE

ROOM IDENTIFICATION

(RE: PARTITION SCHEDULE FOR DESCRIPTION)

(RE: WINDOW SCHEDULE)

EQUIPMENT NOTE

ACCESSORY / PLAN / KEYED NOTE

(RE: DOOR SCHEDULE)

WINDOW / GLAZING TYPE

BREAK LINE

SHEET NUMBER

DETAIL NUMBER (LOCATION ON SHEET)

DETAIL REFERENCE

WALL FINISH

WALL/BASE FINISH NOTE

FLOOR/CEILING FINISH NOTE

101.1

5

WA.1

6

B42

ROOM / INTERIOR ELEVATIONS

SHEET LOCATION NUMBER

VIEW DIRECTION / ELEVATION NUMBER

MATCH LINE

COLUMN GRID INDENTIFICATION

ROOM NUMBER (AS REQ'D.)

MISCELLANEOUS FINISH NOTE

A5A5.21

A1A3.21

C1A4.14

C1A4.14

C1A4.14

C3A5.21

C1A2.41

SYMBOLS

INTERIOR ELEVATION

SHEET LOCATION NUMBER

ELEVATION NUMBER

B4

OR

IONIZATION DETECTOR

SPECIFIC MOUNTING HEIGHT (AS REQ'D.)

DUPLEX OUTLET

SWITCHED DUPLEX OUTLET

4 PLEX OUTLET

VOICE ONLY - SINGLE / DUPLEX / 4 PLEX

DATA ONLY - SINGLE / DUPLEX / 4 PLEX

VOICE AND DATA - DUPLEX AND 4 PLEX

SPECIAL PURPOSE OUTLET

220V OUTLET

(HATCHING INDICATES DIRECTION OF EGRESS)EXIT SIGN

SMOKE DETECTOR

FIRE ALARM HORN

SPEAKER

THERMOSTAT

SPRINKLER HEADS

SINGLE POLE LIGHT SWITCH

3-WAY LIGHT SWITCH

4-WAY LIGHT SWITCH

EXHAUST OR FAN SWITCH

EXHAUST OR LIGHT SWITCH

FLUSH FLOOR MTD. "J" BOX W/ DUPLEX OR4 PLEX OUTLET (COORDINATE EXACT LOCATIONW/ OWNER AND PROPOSED FURNITURE LAYOUT)

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

CABLE PULL FOR FURNITURE

POWER POLE

"J" BOX FOR FUTURE/OTHER CONNECTION

EXHAUST FAN W/ LIGHT FIXTURE

EXHAUST FAN W/O LIGHT FIXTURE

A7.10


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SHEET ____ OF ____



Interior Elevations

conceptual


Drawing Issue:


4" 5 9/16" 2'-1 9/16" 2'-1 9/16" 2'-1 9/16" 5 5/8" 4"

8'-0"

3/4" STATUARY MARBLE

3/4" STATUARY MARBLE

2" WOOD TYP.

4" WOOD POST TYP.

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

C2Kitchen 0 1' 2' 4'

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

A2Kitchen 0 1' 2' 4'SCALE: 1/2" = 1'-0"

A3Kitchen Island 0 1' 2' 4'

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

C3Kitchen 0 1' 2' 4'

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

D3Kitchen Island 0 1' 2' 4'

A6.12


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SHEET ____ OF ____



Pier & Sill Details

conceptual


Drawing Issue:


8"

(TY

P.)

5"

NOTE:

ALL INFO NOT SHOWNSEE SECTION 6 FOR

1'-8

"

RE: PLAN

C

1'-0"2'-0"

6 MIL POLY

W=12"

D=2

4"

FLOOR

JOISTSRE: PLAN

RE: ARCH.

ELEV. 0'-0"

1-#4 CONT.MATCH STUD WIDTH

TYPICAL EXTERIOR GRADE BEAM

#3 VERT. x

W

D

RE

: PLA

N

7

RE: PLANSTRINGER

INFORMATION NOT SHOWNRE: SECTION 1 FOR ALL

ELEV. 0'-0"

SECTION:

CURB HEIGHT EXCEEDS 5"@ 18" O.C. PROVIDE WHERE

VAPOR BARRIER

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

2" SAND LAYER

DRILLED PIER & GRADE BM (TYP.)TYP. SLAB REINF.

#4 DWLS @ 16" O.C.

FLATWORKRE: ARCH

(TOP & BOTTOM)2-#5 CONT.

2'-0

"

11 1/4"

W

1/2"

D

RE

: PLA

N

8

FLOORRE: ARCH.

FLOOR JOISTS/ BEAMS

SOLID BLOCKING

SECTION:

ELEV. 0'-0"

TYPICAL GRADE BEAM @ GARAGE ENTRY

2'-0"

@ 18"

2'-0"

9

RE: PLAN

2 LAYERS OF2-2x8 (TREATED)

TIES#3 @ 18" O.C.

SECTION:

#3X 3'-0"

TO CONC. RE: ARCH. DWGSSTAIR STRINGER AND CONNECTION

TYPICAL GRADE BEAM @ STUDWALL CURB

HOLD-DOWN (PA18)@ EACH STRINGER

INFORMATION NOT SHOWNRE: SECTION 1 FOR ALL TYPICAL FOOTING @ EXTERIOR STAIR STRINGER DETAIL

C

RE: PLAN

FIRST FLOOR

BEAMRE: PLAN

WOOD COLUMN

C FOOTING & CMU PILASTER

STUD WALL

JOISTSRE: PLAN

RE: ARCH.FLOOR

(SIMPSON H6)HURRICANE STRAPS

@ EA. END OF BEAM

(W/ 8" MIN. EMBEDMENT)

PROVIDE 2 SIMPSONHOLD-DOWN (PA23)@ EVERY CMU PILASTER

STRINGERRE: PLAN

RE: SECTION 1 FOR ALLINFORMATION NOT SHOWN

EXTERIOR WALLFINISH. RE: ARCH.

HURRICANE STRAPS

FIRST FLOOR

@ EVERY OTHER STUD(SIMPSON LSTA 36)

(SIMPSON H6)

RE: PLANBEAM

HURRICANE STRAPS

@ EA. END OF BEAM

STUD WALL

RE: ARCH.FLOOR

FLOOR JOISTSRE: PLAN

(SIMPSON H4)HURRICANE STRAPS

@ EVERY OTHER JOIST

FOOTING & CMU PILASTERC

@ EVERY CMU PILASTERHOLD-DOWN (PA23)

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

16"x16" CMU PILASTER W/16"


4- #5 X 1'-0"

16" O.C. FILL ALL CELL(SEE DETAIL "A")

LADDER TYPE JOINT REINF. @

@ EACH FOOTING

TOP & BOTTOM

CLEAN TOP OF

4- #5 EA. WAY

FOOTING THOROUGHLY (TYP.)3'-0"

PROVIDE 2 SIMPSON

RE: GENERAL NOTESEXTERIOR SHEATHING

SHEET S2.1 & S2.2

FIRST FLOOR

SOLID BLOCKING

RE: PLANSTRINGER

FINISHGRADE

1'-4

"4"

3"

1'-0

"

2'-0

"2'

-3"(

)

5 SECTION:

C

PORCH

FIRST FLOOR

EXTERIORSTUDS

FLOOR JOISTSRE: PLAN

RE: ARCH.FLOOR

FOOTING & CMU PILASTER

RE: PLAN

RE: PLANSTRINGER

FLOOR JOISTS


PROVIDE 2 SIMPSONHOLD-DOWN (PA23)@ EVERY CMU PILASTER

2-2x12 TREATEDSLEEPER x 1'-0"

SLOPE

RIP TOPS OF 2x10JOISTS TO ACHIEVE

3 SECTION:

SOLID BLOCKING

FIRST FLOOR

WOOD COLUMNRE: PLAN

C

RE: PLANFLOOR JOISTS/ BEAMS

FLOORRE: ARCH.


STRINGERRE: PLAN

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

PROVIDE 2 SIMPSON

RE: PLANSTRINGER

C

TYPICAL EXTERIOR FOOTING

6 SECTION:

RE: SECTION 1 FOR ALLINFORMATION NOT SHOWN

4 SECTION:

INFORMATION NOT SHOWNRE: SECTION 1 FOR ALL

TYPICAL EXTERIOR FOOTING @ PORCH

SECTION:1

RE: SHEET S1.1 FOR CMUPILASTER DETAILS

FIRST FLOOR

SOLID BLOCKING

2 LAYERS OF2-2x8 (TREATED)

PROVIDE 2 SIMPSONHOLD-DOWN (PA23)

(W/ 8" MIN. EMBEDMENT)@ EVERY CMU PILASTER

SECTION:2

TYPICAL EXTERIOR FOOTING

TYPICAL INTERIOR FOOTING TYPICAL INTERIOR FOOTING @ PORCH

INTERIOR


TYPICAL EXTERIOR FOOTING @ PORCH


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

A4 Pier & Sill Details 0 1' 2' 4'

A6.11


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ichael R. Kelle r

18068

1816






SHEET ____ OF ____



Sections & Specs

conceptual


Drawing Issue:


0'-0" FINISH FLOOR

LP 10'-0" PLATE HEIGHT

12'-0

"9'

-4 1

/2"

10'-0

"

TS 5"X5"X1/4"SHEAR SKELETON

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

FIELD WELDTYPICAL

12" CONC.PIER

8"X8" HEAVYTIMBER

8X8X3/16 STEELPLATE AT COL.

1" DIA. ALL-THREAD

3/4" LAG BOLTAT 3'-0" CENTERS

H10A SIMPSON TIEAT WOOD RAFTERTYP.

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE "ACI STANDARD BUILDING CODE

CONCRETE SHOULD BE PLACED IN THE FOOTING EXCAVATIONS AS SOON AS POSSIBLE BUTNO LATER THAN THREE HOURS AFTER EXCAVATION TO MINIMIZE THE POSSIBILITY OF

NORMAL WEIGHT CONCRETE (W = 145 PCF) WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH

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

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 SHEETSAND MUST BE SUPPORTED ON CHAIRS SPACED 4'-0" O.C. MAXIMUM EACH WAY.

1 1/2" TOP, 3" BOTTOM, 2" SIDES (3" SIDES IF EARTH FORMED)

CLEAN TOPS OF PIERS AND BOTTOM OF GRADE BEAM TRENCHES THOROUGHLY PRIOR TO

GRADE BEAM BOTTOM REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS @ 6'-0" MAXIMUMSLAB REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS, @ A 4'-0" MAXIMUM SQUARE GRID.

LEAST 95% OF STANDARD PROCTOR (ASTM D698 MAXIMUM DRY DENSITY AT OR 2

TESTING: ALL COMPACTED FILL SHALL BE TESTED BY A CERTIFIED TESTING AGENCY AT THE

AND 2" LEVELLING SAND. (NOTE THAT EXISTING GRADE MAY HAVE TO BE CUT TO ACHIEVE THEPROVIDE 1-8" LOOSE LIFTS OF COMPACTED FILL (TOTAL COMPACTED FILL THICKNESS = 6")

DIRECTED AWAY FROM THE FOUNDATION SOILS. (USE A MINIMUM SLOPE OF 5% WITHIN 10 FEET

BUILDER SHALL ADVISE THE OWNER OF THE SITE DRAINAGE REQUIREMENTS.STRUCTURE DURING OR AFTER COMPLETION OF THE CONSTRUCTION & THE LANDSCAPING. THEOF THE FOUNDATION). NO PONDING OF SURFACE WATER SHALL BE ALLOWED NEAR THE

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

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

COMPACTED FILL DEPTH SPECIFIED HEREIN.)

PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT.

SITE DRAINAGE:

7.

6.

SLABS ON GRADEGRADE BEAMS

DETAILING - CONFORM TO ACI DETAILING MANUAL, 315-80.

LAP CONTINUOUS REINFORCING STEEL 36 BAR DIAMETERS.

REINFORCING STEEL COVERAGE:

4.

SPACING.6.5.

WALLS

FOOTINGS

3.

3" BOTTOM AND SIDES

1 1/2"1 1/4" TOP

LIQUID LIMIT: 28 TO 40 %FILL SHALL BE PLACED IN MAXIMUM LOOSE LIFTS OF 8 INCHES AND COMPACTED TO AT

STRIP AREAS WITHIN BUILDING LINES TO REMOVE ALL VEGETATION, TOP SOIL AND DEBRIS.

AREAS. SUCH ZONES SHALL BE REMOVED AND REPLACED WITH SELECT FILL.FOLLOWING STRIPPING, PROOF ROLL EXPOSED SUBGRADE TO IDENTIFY WEAK OR SOFT

GRADE AREA TO PREVENT PONDING OF WATER. DO NOT ALLOW EXPOSED SUBGRADE TO DRY.

CONTRACTOR SHALL REVIEW & BECOME THOROUGHLY FAMILIAR W/ THE CONTENTS OF

CONSTRUCTION DOCUMENTS. ANY PROBLEMS ARISING FROM THE CONTRACTOR'S LACK OFFAMILIARITY WITH SOILS REPORT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

REFERENCED SOILS REPORT, WHICH WILL BE CONSIDERED AN INTEGRAL PART OF THE

CONTRACTOR SHALL SHALL VERIFY ALL DIMENSIONS & ELEVATIONS

PLASTICITY INDEX (PI) : 7 TO 20 %

W/ ARCHITECTURAL DRAWING BEFORE FABRICATION.

CLEAN SANDY CLAY, FREE OF ORGANIC MATTERALL FILL SHALL BE SELECT MATERIALS FOLLOWS:

SUBGRADE PREPARATION AND FILL:2.

5.

4.3.

1.

2.

1.

2.(f'c) = 3000 PSI.

FLOOR DEPRESSIONS.

REINFORCING STEEL:

CAVING OF DRILLED EXCAVATION WALLS.

PLACEMENT OF CONCRETE IN THE GRADE BEAMS.5.

1.2.

4.

3.

REQUIREMENT FOR STRUCTURAL CONCRETE: (ACI 318-99)".

CONCRETE:1.

SUCH OPENINGS SHALL BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTHOF AT LEAST TWO OPPOSITE SIDES. THEY SHALL BE COVERED WITH CORROSIONRESISTANT WIRE MESH WITH MESH OPENINGS OF r INCH IN DIMENSION.

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

CRAWL SPACE NOTES

WITHIN UNDERFLOOR AREAS.

NATURALLY DURABLE SPECIES AS LISTED IN IBC 2000.

UNDERFLOOR CLEARANCE: WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CLOSERTHAN 18 INCHES OR WOOD GIRDERS CLOSER THAN 12 INCHES TO THE GROUND UNDERFLOORAREAS AND THEIR SUPPORTS, SHALL BE TREATED WOOD OR ALL HEARTWOOD OF APPROVED

ALL UNDER-FLOOR ACCESS OPENINGS SHALL BE EFFECTIVELY SCREENED OR COVERED. PIPES,

FOUNDATION VENTILATION: UNDERFLOOR AREAS SHALL BE VENTILATED BY AN APPROVED

DUCTS AND OTHER CONSTRUCTION SHALL NOT INTERFERE WITH THE ACCESSIBILITY TO OR

BY 24-INCH ACCESS OPENING UNOBSTRUCTED BY PIPES, DUCTS AND SIMILAR CONSTRUCTION.ACCESS: ACCESSIBLE UNDERFLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM 18-INCH

SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE

PRACTICAL AND SHALL PROVIDE CROSS VENTILATION. THE REQUIRED AREA OFFEET OF UNDER-FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS

MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATION WALLS. SUCH OPENINGS3.

1.

2.

GENERAL NOTES FOR FOUNDATION SYSTEM

PROJECT NO:

08018

Sheet 10 OF 11

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5'-3" 6'-9 1/2" 4'-9 1/4"

7'-0"

7'-0"

7'-0"

19'-1"

19'-9 1

/4"

EXISTING RAISED FLOORINGTO REMAIN

12/36 PIERS TYP.

EXISTING SLAB TO REMAIN12/36 PIERS TYP.

6"

14"

@ 24" INTO EXISTING GRADE BEAM

DRILL & EPOXY #4 DLWS.

EMBEDMENT4"

EXISTING SLAB

NOTE

SEE PLAN FOR SLAB

& #3 STIRR @ 12" O.C.

3-#5 TOP & BOTT. CONT

BEAM REINF.

2'-0"

1'-0"

1'-0"

2'-0"

(MAT

CH

EX

ISTI

NG

- 2'

-0"

MIN

)

(MAT

CH

EX

ISTI

NG

- 2'

-0"

MIN

)

FIN FLR

FIN FLR

13/4"=1'-0"

23/4"=1'-0"

33/4"=1'-0"

..................

..................

..................

..................

..................

20 PSF

100 PSF

40 PSF

100 PSF

60 PSF

BUILDING CODE.

GENERAL

3. THE DESIGN DEAD LOADS ARE AS SHOWN ON TRUSS LOADING SCHEDULE

THE CODE RECOMMENDED LIVE LOADS ARE AS FOLLOWS:

MPH 3 SECOND GUST WIND SPEED AS SPECIFIED IN THE ABOVE REFERENCED CODE.

2. THE STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PRESSURES FOR 110

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

(F'c) OF 3000 PSI.

CONCRETE

1. ALL CONCRETE SHALL HAVE NATURAL SAND FINE AGGREGATE AND NORMAL

WEIGHT COARSE AGGREGATES CONFORMING TO ASTM C33, TYPE I PORTLAND

CEMENT CONFORMING TO ASTM C150, AND A 28 DAY COMPRESSIVE STRENGTH

RESIDENTIAL BALCONIES

CORRIDORS

RESIDENTIAL FLOOR

STAIRS

ROOF

DESIGN CRITERIA

ALLOWABLE SOIL BEARING PRESSURES:

TOTAL LOADS ............. 2,500 PSF

1. THE SUBSURFACE INFORMATION AND FOUNDATION DESIGN ARE BASED ON AN ASSUMPTION

OF SOIL IN THE GENERAL AREA.

2. THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING

FOUNDATION

BEARING DEPTH ......... 2'-0" BELOW EXISTING GRADE

SE

E P

LAN

FIN FLR

1'-0"

NOTE

SEE PLAN FOR SLAB

2'-0"

(MAT

CH

EX

ISTI

NG

- 2'

-0"

MIN

)

43/4"=1'-0"

1'-0"

2'-0"

NOTE

SEE PLAN FOR SLAB

#3 STIRRUPS AT 6"

#3 STIRRUPS AT 12"

T.O. SLAB

VERTICAL

REINFORCING

HOOP TIES

3" C

LR.

7 1/

2"7

1/2"

7 1/

2"

INCREASE SHAFT DIAMETER

IF SLOUGHING OCCURS

SH

AFT

DIA

4 #5 VERTICAL

CONTINIUOUS 12/36

1'-3

"

45 MAX.

36" UNDERREAM DIAMETER

SE

E F

OU

ND

ATIO

N N

OTE

S F

OR

FO

UN

DTI

ON

DE

PTH

BE

LOW

EX

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GR

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E

3/4"=1'-0"5

48" UNDERREAM DIAMETER

6 #5 VERTICAL

CONTINIUOUS 16/48

A

S

GIN

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R

OF T ETA

T E

S

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76596

ASSION L E

PR

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HISHAM N. EL-CHAAR

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

1 Pier layout 0 2' 4' 8'

1"

5 1/2"

1"

11"

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

A2Drilled Pier Detail 0 2' 4' 8'

SCALE: 1' = 1'-0"

B3Drilled Pier Detail 0 1/2'' 1'' 2''

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

C1 Base Plate Detail 0 6'' 12'' 18''

A6.10


REG

IS

TERED ARCHITEC

T

STATE O F TEXA

S

M

ichael R. Kelle r

18068

1815






SHEET ____ OF ____



Foundation Plan

conceptual


Drawing Issue:


B

C

D

A

1 2

(2) 2" x 12" SILL

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

12x36 12' DEEPPIERS CENTEREDAT EACHFOOTING

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

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

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

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

2" x8" joist @16 O.C.

2" x

8" jo

ist @

16 O

.C.

12x36 12' DEEPPIERS CENTEREDAT EACH TS COL.

12x36 12' DEEPPIERS CENTEREDAT EACH TS COL.

10'-2 9/16" 10'-0" 9'-8 13/16" 13'-2 3/8"

10'-3

11/

16"

8'-0

"8'

-0"

8'-0

"16

'-0"

5'-2

"7'

-7 1

3/16

"9'

-6 1

/2"

8'-7

5/1

6"6'

-6 1

3/16

"

11'-9

"11

'-9 3

/16"

11'-9

3/1

6"11

'-3 1

/8"

19'-5 11/16"

12'-5 1/4" 10'-10 1/2" 10'-5 1/4"

26'-0

"

B5A4.12

A4A4.11

A4A4.11

A5A3.12

A4A3.11

A2A6.11

A2A6.11

C4A4.11

C4A4.11

B

C

D

A

1 2

DW

F

6

7

8

9

10

1

2

3

4

Cus

tom

Tex

t 1C

usto

m T

ext 2

UP

1

2

3

4

Cus

tom

Tex

t 1C

usto

m T

ext 2

UP

1234

Custom Text 1Custom Text 2 U

P

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

2" x8" joist @16 O.C.

2" x

8" jo

ist @

16 O

.C.

(2) 2X12

(2) 2

X12

(2) 2X12

7.5"

X11

.5" P

LAM

2" x8" joist @16 O.C.

2" x8" joist @16 O.C.

7.5"

X11

.5" P

LAM

11'-9

"11

'-9"

11'-9

"

11'-7

1/8

"

8'-0"

26'-0

"TS 5" X1/4"

SLO

PE

2" x

8" jo

ist @

16 O

.C.

2" x

8" jo

ist @

16 O

.C.

2" x

8" jo

ist @

16 O

.C.

2" x

8" jo

ist @

16 O

.C.

2" x

8" jo

ist @

16 O

.C.

2" x

8" jo

ist @

16 O

.C.

DESIGNATES SHEAR WALL TYPE. RE: SCHEDULE, NOTES,

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

RE: SHEET S2.2 FOR ALL FRAMING NOTES, DETAILS, & SCHEDULES.15.

13.

14.

11.

12.

A. SUPPORTED ON A BEAM @ THIS LEVEL.B. CONTINUED TO SLAB BELOW. (MATCH SIZES)

DESIGNATES SHEAR WALL HOLD-DOWN ANCHOR.

AND DETAILS ON SHEET S2.1.

ALL COLUMNS FROM FLOOR ABOVE MUST BE EITHER:

DESIGNATES BEAM HANGER. IF NOT IDENTIFIED ON PLAN,

9.

10.

7.

8.

5.

6.

3.

4.

USE TYPICAL HANGERS SPECIFIED IN GENERAL NOTES.

DESIGNATE STEEL & WOOD COLUMNS.

DESIGNATE PLYWOOD DECKING

DESIGNATE FURR-DOWN CEILING.

DESIGNATES SHEAR WALL.

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

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

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

PLAN NOTES

2.

1.

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

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

RE: GENERAL NOTES FOR OTHER REQUIREMENTS.RE. ARCH. DWG'S FOR ROOF SLOPES & OTHER DATA NOT CONTAINED HEREIN.RE. SHEETS S2.2 FOR FRAMING GENERAL NOTES, TYP. DETAILS & SCHEDULES.

ROOF DECKING TO BE 1/2" C.D.X. WITH PANEL SPAN RATING OF 24-0.PROVIDE DOUBLE RAFTERS UNDER ALL DORMER WALLS (U.O.N.).

8.9.

6.7.

BM BRACE TO BEAM

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

ALL RAFTERS ARE 2x6 #3 S.Y.P. AT 19.2" O.C. U.O.N.

B. SHALL MATCH OR EXCEED THE CUT END OF THE RAFTER. INTO IT (EXAMPLE: 2x8 BEAM FOR 2x6 RAFTER);

DEPTH OF RIDGE BEAM, HIP OR VALLEY RAFTER:

PARALLEL, RAFTER TIES SHALL BE SPACED NOT MORE THAN 48" O.C.BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOTRAFTERS SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE

A. SHALL BE ONE SIZE WIDER THAN THE LARGEST RAFTER FRAMING

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

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

3.

5.

4.

2.1.

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

BRACE TO STRONGBACK

PLAN NOTES

BJBS

VALLEY3 RIDGE

1 HIP2

2x6 CONTINUOUS PURLINROOF BREAK

45

ROOF BRACING LEGEND

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

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

DESIGNATES BRACE (APPROXIMATELY IN THE INDICATED DIRECTION)

3.

2.

1.

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

A3 Foundation Plan 0 4' 8' 12'SCALE: 1/8" = 1'-0"

A4 Attic Plan 0 4' 8' 16'SCALE: 1/8" = 1'-0"

A5 Roof 0 4' 8' 16'

A5.10


REG

IS

TERED ARCHITEC

T

STATE O F TEXA

S

M

ichael R. Kelle r

18068

1814






SHEET ____ OF ____



Green Technology

conceptual


Drawing Issue:


2

4

2

4

2

4

HARDI PLANK SIDING2X2 FURRING STRIPS AT 16" O.C.

1/2" TECHSHIELDR-13 BATT INSULATION2X4 STUDS 16" O.C.1/2" GYP BD. AT INTERIOR

30 YR ASPHALT SHINGLES

1/2" CDX PLYWOOD SHEATHING

2X6 RAFTERS AT 16" O.C.

6

2

6

22

6

PERFORATED RADIANT BARRIERLEAVE SLACK IN BARRIER ASSHOWN TO GIVE 3" AIRSPACE

15lb BLACK FELT PAPER

2 2 2 2 2 2

1/8" SCREEN AT BASE OF WALL

1/2" OSB

2 4

42

6

2

6

2

42

442

2

CONTINUOUS INSULATIONBAFFLE

POLYCELL INSULATIONBARRIER AT ALL EXTERIORSTUD WALLS TYP.

R-30 BLOWN INSULATIONIN ATTIC

1'-0" MIN.

1/2" PLYWOOD SHEATING

PERFORATED RADIANTBARRIER

2/A7

2X2 FURRING STRIPS

PERFORATED RADIANTBARRIER OVER 15lbFELT PAPER OVER1/4" MASONITESHEATHING

RE: WATERPROOFINGSHEET A.8 FORWINDOW WRAP DETAILS

1/A7

1/2" OSB SHEATHING

1X4 TRIM

6" HARDI PLANK SIDING

12" MESH SCREENWITH 1/2" STAPLES

2x6 SYP FLOORING

2

12

2

12

2

12

WRAP SCREEN AT BOTTOMOF AIR SPACE

RE: 1/A10 FORSTRUCTURAL

FINISH FLOOR

2

12

R19 SPRAY FOAM INSUL.

1/2" CDX AT BOT. OF JOIST

AMERICAN STANDARDFREEDOM 95 FURNACE

AMERICAN STANDARDACCUCLEAN SYSTEM

AMERICAN STANDARDACCUEXCHANGE ERV

DUCTSPRINGHOUSEWATER SYSTEM

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Professionals Corner

R-Value TableInsulation Values For Selected Materials

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

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

ComponentR-ValueStuds

R-ValueCavity

AssemblyR-Value

Wall - Outside Air Film 0.17 0.17 Siding - Wood Bevel 0.80 0.80 Plywood Sheathing - 1/2" 0.63 0.63 3 1/2" Fiberglass Batt 11.00 3 1/2" Stud 4.38 1/2" Drywall 0.45 0.45 Inside Air Film 0.68 0.68 Percent for 16" o.c. + Additional studs 15% 85% Total Wall Component R-Values 7.12 13.73 Wall Component U-Values 0.1404 0.0728 Total Wall Assembly R-Value 12.05* This example is just for wood frame construction. Steel studs are a more complicated calculation.

R-Value Table

MaterialR/Inch

R/Thickness

Insulation MaterialsFiberglass 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 Cellulose Blown (wall) 3.70 Vermiculite 2.13

Autoclaved Aerated Concrete 1.05

Urea Terpolymer Foam 4.48 Rigid Fiberglass (> 4lb/ft3) 4.00

Radiant BarrierCoatingLO/MIT AtticCoolingTechnologyResidential &CommercialInsulationwww.SOLEC.org

Spray FoamInsulationSave Up To 40%On Energy Bills.Same-DayIn-House Quote.Houston.www.TexasHomeInsulation.com

InsulationEstimatesFoam, Blown,Sound, Reflective,Etc Get FreeEstimates Today!www.ServiceMagic.com

Spray FoamInsulation KitDIY Spray FoamInsulation Kits..Insulate & SaveYour EnergyDollarswww.foampower.com

ColoradoENERGY.org - R-Value Table http://www.coloradoenergy.org/procorner/stuff/r-values.htm

1 of 4 10/16/09 5:20 PM

Expanded Polystyrene (beadboard) 4.00 Extruded Polystyrene 5.00 Polyurethane (foamed-in-place) 6.25 Polyisocyanurate (foil-faced) 7.20 Construction MaterialsConcrete Block 4" 0.80Concrete Block 8" 1.11Concrete Block 12" 1.28Brick 4" common 0.80Brick 4" face 0.44Poured Concrete 0.08 Soft Wood Lumber 1.25 2" nominal (1 1/2") 1.88 2x4 (3 1/2") 4.38 2x6 (5 1/2") 6.88Cedar Logs and Lumber 1.33 Sheathing MaterialsPlywood 1.25 1/4" 0.31 3/8" 0.47 1/2" 0.63 5/8" 0.77 3/4" 0.94Fiberboard 2.64 1/2" 1.32 25/32" 2.06Fiberglass (3/4") 3.00 (1") 4.00 (1 1/2") 6.00Extruded Polystyrene (3/4") 3.75 (1") 5.00 (1 1/2") 7.50Foil-faced Polyisocyanurate (3/4")

5.40

(1") 7.20 (1 1/2") 10.80Siding MaterialsHardboard (1/2") 0.34Plywood (5/8") 0.77 (3/4") 0.93Wood Bevel Lapped 0.80


2 of 4 10/16/09 5:20 PM

Aluminum, Steel, Vinyl (hollow backed)

0.61

(w/ 1/2" Insulating board) 1.80Brick 4" 0.44

Interior Finish MaterialsGypsum Board (drywall 1/2") 0.45 (5/8") 0.56Paneling (3/8") 0.47Flooring MaterialsPlywood 1.25 (3/4") 0.93Particle Board (underlayment) 1.31 (5/8") 0.82Hardwood Flooring 0.91 (3/4") 0.68Tile, Linoleum 0.05Carpet (fibrous pad) 2.08 (rubber pad) 1.23Roofing MaterialsAsphalt Shingles 0.44Wood Shingles 0.97WindowsSingle Glass 0.91 w/storm 2.00Double insulating glass (3/16") air space

1.61

(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) 4.05Triple insulating glass (1/4" air spaces)

2.56

(1/2" air spaces) 3.23Addition for tight fitting drapes or shades, or closed blinds 0.29DoorsWood Hollow Core Flush (1 3/4")

2.17

Solid Core Flush (1 3/4") 3.03 Solid Core Flush (2 1/4") 3.70


3 of 4 10/16/09 5:20 PM

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

1.85

Storm Door (wood 50% glass) 1.25 (metal) 1.00Metal Insulating (2" w/ urethane)

15.00

Air FilmsInterior Ceiling 0.61Interior Wall 0.68Exterior 0.17Air Spaces1/2" to 4" approximately 1.00

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Last Updated: 07/29/2008


4 of 4 10/16/09 5:20 PM

D2

W2

D1

D1D1

D3D3 D3

D5

D1D2 D2D2

DW

F

7'-6

"30

'-4 5

/16"

10'-2

7/1

6"

7/16" 5 1/2" 8'-9 7/16" 6'-5" 5'-9 3/4" 3 1/2" 5'-8 1/2" 3 1/2" 2'-8 7/16" 3 1/2" 3'-4 1/2" 5 1/2"

5 1/

2"13

'-11

5/8"

3 1/

2"6'

-1/1

6"3'

-6 1

/16"

3 1/

2"

C2/A7.10

ANTIQUE VANITYBASE WITH LAV.

WATER HEATER

ATTIC ACCESS

12'-6"x14'-7"17'-5"x12'-5"

Foyer100

Master/Study101 Bedroom 1

102

M. Bath103

Bath104

SCALE: 1" = 1'-0"

A1 Cavity Wall 0 6'' 1' 2'

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

A2Wall Section 0 1' 2' 3'

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

D2 Mechanical Room at Attic 0 2' 4' 8'

1. Collection surface and gutters:

1. Collection surface and gutters1. Collection surface and gutters

Rainwater Collection

A4.23


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1813






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Framing Details

conceptual


Drawing Issue:


A4.22


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Framing Details

conceptual


Drawing Issue:


A4.21


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Framing & WaterProofing

conceptual


Drawing Issue:

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.esplanade

esplanade

esplanade

esplanade

esplanade

esplanade

esplanade

esplanade

esplanade

esplanade

esplanade

esplanade

A4.12


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Building Sections

conceptual


Drawing Issue:


D C B A

11'-9" 11'-9" 11'-9"

-1'-7"-1 Foundation Plan


0"1 1st Floor

0"1 1st Floor

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

B5N-S Building Section 0 2' 4' 8'

A4.11


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Building Sections

conceptual


Drawing Issue:




0"1 1st Floor

0"1 1st Floor

1 2

21'-6 3/8"


0"1 1st Floor

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

C4N-S Building Section 0 2' 4' 8'

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

A4N-S Building Section 0 2' 4' 8'

A3.12


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ichael R. Kelle r

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188






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Building Elevations

conceptual


Drawing Issue:


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

C5West Elevation 0 2' 4' 8'

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

A5 East Elevation 0 2' 4' 8'

A3.11


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Building Elevations

conceptual


Drawing Issue:


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

A4 North Elevation 0 2' 4' 8'

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

C4 South Elevation0 2' 4' 8'

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

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

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

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

All egress window sills are to a maximum of 44" above finished floor minimumopening 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 anassembly 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 orthrough fire-rated walls shall conform to IBC 20003 sect. 711.3. Builder shalldetermine final material and provide appropriate test criteria to the localauthority.

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

All railing (wood, metal, or precast) shall have a 4" maximum spacingbetween balusters (spindles) and to conform to IBC sect. R316. Handrails andguardrails shall be designed for minimum live load found in IBC table R301.4and 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 unlessotherwise noted.

All brick or prefab fireplaces to be built and installed per IBC Chapter 10 andbe U.L. and ICBO approved. A copy of the manufa

catspringbinder

Documents

client review cd00

client review sd00

client review cddrawing

officeof keller architecture

porch area

architects seal

consultants work

streetcat spring