issue for bid - aldine isd...project location mep1.0 site plan m1.1 mechanical first floor plans...

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III

H a r r i s o n K o r n b e r gA R C H I T E C T S

Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:

Aldine Independent School District

NIMITZ SR. HIGH SCHOOLCTE ClassroomRenovations

2005 W West Thorne Dr.Houston, TX 77073

Project Name/Number: ANHS

SCALE:

© Copyright 2010All information, drawn, written, or implied, appearing in this documentconstitutes the original and unpublished work of HarrisonKornbergArchitects, LLC. and may not be duplicated, distributed, or disclosed byany means without the prior written consent of HarrisonKornbergArchitects, LLC. This is an instrument of services and sole property of theauthor. The use of this document shall be revoked if any of the designintent or the construction methods shown herein are not adhered to, orthe terms of the contractual agreement for its use is violated.

Written dimensions on these drawings shall have precedence over scaledimensions. Contractors shall be responsible for all dimensions andconditions on the job. HarrisonKornberg Architects, LLC must be notifiedof any variation from the dimension and conditions shown by thesedrawings.

3131 Eastside St, Suite 100Houston, Texas 77098p. 713-229-0688f. 713-229-0692Contact: Maura G. Jaimes

Owner:

Structural:

MEP:

Aldine Independent School DistrictContact: Patrick Moutont: 281 985 6373

Schimitz & Lamb EngineeringContact: John Schmitzt: 281 627 3006

JSE Consulting Engineers, Inc.Contact: George L. Stanton, PEt: 281 945 4545

100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011

Issue for Permit Apr 01, 2011

Issue for Bid Apr 08, 2011

Author

Checker

COVER

CS-00


2005 W. W. Thorne DriveHouston, TX 77073

Issue for Bid

OWNER/PROJECT MANAGERAldine Independent School Districtcontact: Patrick Mouton1617 Lauder RoadHouston, TX 77039t: 281-985-6373f: 281-442-6716

ARCHITECTHarrisonKornberg Architects, LLCcontact: Maura G. Jaimes3131 Eastside St., Suite 100Houston, TX 77098t: 713.229.0688, x113f: 713.229.0692

GENERAL CONTRACTORAldine Independent School Districtcontact: Patrick Mouton1617 Lauder RoadHouston, TX 77039t: 281-985-6373f: 281-442-6716

MEP ENGINEERJSE Consulting Engineerscontact: George L. Stanton16225 Park Ten Place, Suite 810Houston, TX 77984t: 281-945-4545f: 281-945-4549

STRUCTURAL ENGINEERSchmitz/Lamb Engineers, Inc.contact: John M. Schwartz, PE5629 SchumacherHouston, TX 77057t: 713-772-5562f: 713-5873299

EABPRJB 1810036

T.O.S.0' - 0"

A

100

A7-01

A2-043

17

1A5-01

A1

B

1/A4-02

1

1

A5-04 2

ROOM NAMEA100

1/A4-02

BUILDING SECTION CUTKEY

DETAIL SECTION CUTKEY

BUILDING ELEVATION

DOOR TAG

WINDOW TAG

ENLARGED DETAIL KEY

INTERIOR ELEVATON KEY

KEY NOTE

PARTITION TYPE

COLUMN LINE/ GRID

BENCHMARK

REVISION CLOUD

ROOM TAG

WALL SECTION CUT KEY

SOAPDISPENSER

DOOR KNOB / LEVERSAND SIGNAGE

TYPICAL WALLRECEPTACLE(U.N.O.)

PAPER TOWELDISPENSER

FIRE EXTINGUISHERCABINET

TYPICAL WALLSWITCHES /GNRL. CONTROLS(U.N.O.)

4'-0

" MAX

.

4'-0

" MAX

.

3'-0

"5'-0

" MAX

.

4'-0

" MAX

.

1'-6

"

4'-0

"

2'-0

"

WRAP DRAIN &WATER SUPPLY W/INSULATION JACKET (TYP.)

2'-2

"

6"

NO MIRROR INSTUDENTRESTROOMS

2'-0

"

TODDLER WALL HUNGLAVATORY

SOAPDISPENSER

PAPER TOWELDISPENSER

TODDLER FLOOR MOUNTED WATER CLOSET & GRAB BARS

TODDLER DRINKING FOUNTAIN

2'-0

"

2'-2

" MAX

.

12" 42" MIN.

2'-2

" MAX

.

17" - 19"

8"

1'-0

"

1'-2

"

1'-8

" 2'-6

"

3'-0"

1'-0"

1'-8

"

1'-0

"

TOILETPAPER

A.C. Air ConditioningADJ. AdjustableA.E.S. Above Existing SlabAFF. Above Finish FloorAL. AluminumBD. BoardCJ. Control JointC.L. Center LineCMU Concrete Masonry UnitCLG. CeilingCOL. ColumnCONC. ConcreteCONT. ContinuousDIA. DiameterDIM. DimensionDN. DownD.S. DownspoutDTL. DetailEA. EachELEC. ElectricalELEV. ElevationENCL. EnclosedEQ. EqualEQUIP. EquipmentEXIST. ExistingF.E.C. Fire Extinguisher CabinetFIN. FinishFIXT. FixtureGALV. GalvanizedG.C. General ContractorG.H. Garment HookGL. GlassGYP. BD. Gypsum BoardH.B. Hose BibbH.C. HandicappedH.M. Hollow MetalHD. HandHT. HeightINT. InteriorLAM. LaminateLAV. LavatoryLT. LightLWM. Light Weight MasonryMTD. MountedMANUF. ManufacturerMAX. MaximumMDF Medium Density FiberboardMECH. MechanicalMILL WK. MillworkMIN. MinimumMTL. MetalN.I.C. Not In ContractNO. NumberNTS Not To ScaleO.C. On CenterOFCI Owner Furnished Contractor InstalledOFOI Owner Furnished Owner InstalledOPP OppositeO.H. Opposite HandPCS. PiecesPLAS. PlasticPLAM. Plastic LaminatePLYWD. PlywoodPOL. PolishedPTD. PaintedR.A. Return AirRAD RadiusR.C.P. Reflected Ceiling PlanRE: Refer toREG. Register (Cash)REQ. RequiredRET. RetardantRM. RoomS.A. Supply AirSCHED. ScheduledSIM. SimilarS.B.O. Supplied By OwnerSPEC'D SpecifiedSPECS SpecificationsSQ. SquareS.S. Stainless SteelSTD. StandardSTL. SteelSTOR. StorageSUSP. SuspendedTEMP. TemperedTYP. TypicalUNEQ. UnequalU.O.N. Unless Otherwise NotedVCT Vinyl Composition TileV.I.F. Verify In FieldVWC Vinyl Wall CoveringW/ WithWC Water ClosetWD WoodWHT. WeightWIND. Window

NOTE: ALL ABBREVIATIONS MAY NOT BE USED

Map View

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



As indicated

Author

Checker

GENERALINFORMATION/ CODEREVIEW

G0-01

NTS13 AbbreviationsNTS15 Symbols Legend

NTS5 Project Location

MEP1.0 SITE PLANM1.1 MECHANICAL FIRST FLOOR PLANS & DETAILSM1.2 MECHANICAL SECOND FLOOR PLANS & DETAILSE1.1 ELECTRICAL LIGHTING FLOOR PLANE1.2 ELECTRICAL LIGHTING FLOOR PLANE2.0 ELECTRICAL SCHEDULES & SCHEMATICSE3.0 LIGHT FIXTURES, SYMBOLS & DETAILSP1.1 PLUMBING FLOOR PLANS AND RISER DIAGRAMSP1.2 PLUMBING FLOOR PLANS AND RISER DIAGRAMSP2.0 PLUMBING DETAILS & SCHEDULES

S101 PLANS & DETAILS

A0-01 ARCHITECTURAL SITE PLANA0-02 DEMOLITION PLANSA1-01 FLOOR PLANS, DOOR SCHEDULE AND DETAILSA2-01 DETAILS AND REFLECTED CEILING PLANSA8-01 INTERIOR ELEVATIONSA8-02 INTERIOR ELEVATIONSA9-01 CASEWORK & FINISHES

CS-00 COVERG0-01 GENERAL INFORMATION/ CODE REVIEWG0-02 COUNTY CODE REVIEW

MEANS OF EGRESS - EXIT ACCESS DOORWAYS (TABLE 1015.1)Occupancy Maximum Occupant Load

Type E 49TWO DOORS PROVIDED WHERE CLASSROOM OCCUPANCY EXCEEDS 49

PROJECT GENERAL INFORMATION

Name of Project : CTE Classrooms- RenovationBuilding/Facility Name : Nimitz Sr. High SchoolLocation/Address : 2005 W West Thorne Dr., Houston, TX 77073Description of Project : Interior renovation to upgrade classroom layouts, casework and

finishes. Removal of some partition walls and relocation ofexisting plumbing.

Applicable Building Codes : IBC 2006, ICC International Fire Code, Texas AccessibilityStandards (TAS)

Overall Type of Construction : IIBPrimary Occupancy Type : EOverall Use of Building : EducationHigh Rise Building : noHeight in Stories/Feet : 2 StoriesAutomatic Fire Sprinkler System : noType of Automatic Fire Sprinkler System : n/aArea to be renovated 8,891 sqft

INCIDENTAL USE (SECTION 3021.1)

Incidental Use or Secondary Use (Less than10% of floor area, no seperation required)

Incidental Use (Storage rooms over 100 sqft)

Required Seperation per IBC Table 302.1.1 0 (Automatic fire extinguishing system provided)

AREA MODIFICATION (SECTION 506)

Basic Alowable Tabular Area per Floor in Accordance With theType of Construction & Occupancy Group. (Table 503)

At=

Value for the Area Increase for Sprinklers (Section 506.3 CoH rev) Is=Frontage Increase (Section 506.2) If=Public Way Frontage F= XXXXPerimeter P= XXXXMaximum Allowable Area Per Floor (Including Sprinkler Increase) As= XXXX sqft

FIRE RESISTIVE REQUIREMENTS (IBC TABLE 601)Type of Construction Type IIB

BEARING WALLS/PARTITIONSExterior Bearing Walls 0Interior Bearing Walls 0NONBEARING WALLS/PARTITIONSExterior 0Interior 0Structural Frame (Including columns, girders,trusses)

0

Shaft Enclosures 0Floor Construction (Including supporting beams,joists)

0

Roof Construction (Including supporting beams,joists)

0

Additional Fire Resistive Requirements, VerticalExit Enclosures (IBC Sect. 1019)

0

Corridors (IBC Sect. 1016.1) 1Elevators (IBC Sect. 707.14/707.4) 1 HRElevator Machine Rooms (IBC Sect. 3006.4) 1 HR

INTERIOR FINISH REQUIREMENTS (TABLE 803.5) - NON SPRINKLERED

Occupany typeExit Enclosures & Exit

Passageways CorridorsRooms & Enclosed

Spaces

E Class A Class B Class C

MEANS OF EGRESS - OCCUPANT LOAD (IBC TABLE 1004.1.1)

Function of Space Occupant Load FactorOccupant Load

(For renovated classrooms)

Educational 20 Net 8,072 SF/ 20 =404Accessory/Storage 300 Gross 819 SF/ 300 = 2.73

Total: 407

Total Occupant Load for Exit Calculations 407 X 0.2 = 82 INCHES REQUIRED288 INCHES PROVIDED

MEANS OF EGRESS - WIDTH PER OCCUPANT (IBC TABLE 1005.1)

OccupancyStairways

( Inches per occupant)Other Egress Components

( Inches per occupant)

ALL OCCUPANCIES 0.3 0.2

1 Code Analysis

6 Sheet Index

GENERAL

ARCHITECTURAL

MEP

1/4" = 1'-0"11 Mounting HeightS - Adult

1/4" = 1'-0"10 Mounting Heights-Toddlers

STRUCTURAL

ENGINEER'S CERTIFICATIONI, , A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THAT THEINFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND THAT I AMNOT VIOLATING ANY PROVISION OF THE CURRENT TEXAS ENGINEERING PRACTICE ACT AND RULES CONCERNING THEPRACTICE OF ENGINEERING AND PROFESSIONAL ENGINEERING LICENSURE.

THE COMPLETED PROJECT CONSISTS OF DRAWING SHEETS THRU .

SEAL SIGNATURE

ANY VIOLATIONS WILL BE FORWARDED TO THE HARRIS COUNTY DISTRICT ATTORNEY'S OFFICE FOR PROSECUTION.

FLOOD PLAIN STATUSFLOOD CONTROL DISTRICT CRITERIA

DESCRIPTION OF PROPERTY

HCPID SIGNATURE BLOCK

COMMERCIAL / OTHER SITE DRAINAGE WATER AND WASTEWATER

PUBLIC

PUBLIC & PRIVATE

HARRIS COUNTYPUBLIC INFRASTRUCTURE DEPARTMENT

EXPRESS REVIEW SHEET

HARRIS COUNTY FLOOD CONTROL DISTRICT

ENGINEERING DIVISION

FIRM PANEL(S) FOR PROPERTY:FIRM PANEL(S) DATE:

STATUS OF PROPERTY ON MAPENTIRELY LOCATED IN UNSHADED ZONE "X"LOCATED PARTIALLY IN ANY "A" ZONE OR SHADED ZONE "X",

ELEVATION INFORMATIONBENCHMARK USED

DESCRIPTION OF BENCHMARK INCLUDING ELEVATION, DATUM AND

II. FLOOD PLAIN DETERMINATION BASED ON GROUND ELEVATION

PROPERTY LIES ENTIRELY ABOVE THE BASE FLOOD LEVEL

PROPERTY LIES PARTIALLY OR ENTIRELY BELOW THE BASE FLOODAND IN SHADED ZONE "X"

LEVEL

YEAR OF ADJUSTMENT

HARRIS COUNTY FLOODPLAIN REFERENCE MARKHARRIS-GALVESTON COASTAL SUBSIDENCE DISTRICT

IMPERVIOUS AREA):RE-DEVELOPMENT AREA (AMOUNT INCREASEDNEW DEVELOPMENT AREA:

I. PROPOSED DRAINAGE AREA

NEW AREA______X______=______ACRE FEET

II. DETENTION VOLUME

PROPOSED VOLUME = ACRE FEET

III. OUTFALL

EXISTING H.C. STORM SEWERH.C. ROADSIDE DITCH

OTHER

IV. PUMPED DETENTION FACILITIES

III. AMOUNT OF FLOW

RESIDENTIAL: LOTS OR UNITSCOMMERCIAL: AVERAGE DAILY FLOW

II. PROOF OF CAPACITY

TCEQ APPROVAL FOR WATER SYSTEM AND

LETTER FROM DISTRICT AUTHORIZING SERVICE

PRIVATE WATER AND WASTEWATER SYSTEMS

MUNICIPALITY:I. TYPE OF SERVICE PROPOSED

OTHER:

OSSF SUBDIVISION PLANNING REPORT

PRIVATE WATER SYSTEM AND INDIVIDUAL OSSFINDIVIDUAL WATER WELL AND OSSF

MUNICIPAL UTILITY DISTRICT:OTHER DISTRICT:

PERMIT FOR WASTEWATER SYSTEM.

NONE

RECORDED PLAT / REPLAT

III. DESIGN STRENGTH OF CONCRETE psi

I. DESIGN THICKNESS OF PAVINGII. STABILIZED SUBGRADE TO A DEPTH OF

PAVING

NO LEFT / RIGHT TURN LANE IS PROPOSEDLEFT / RIGHT TURN LANE IS SHOWN ON SHEET

NO MEDIAN CUT OR RELOCATION IS PROPOSEDMEDIAN MODIFICATIONS ARE SHOWN ON SHEET

SHEET NUMBER

OFPROJECT NO.

PROPOSED PLAT / REPLAT

WAS ACCEPTED BY THE FOLLOWING GROUPS FOR THE PURPOSES LISTED BELOW:

INTERPOSE NO OBJECTIONBY DATE

BY AS TO STORM WATER QUALITY DATE

THE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE PROJECT, INCLUDING ALL SUPPORTING DATAAND CALCULATIONS HAVE BEEN COMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED AND SEALEDBY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS, WHICH THEREFORE CONVEYS THE ENGINEER'SRESPONSIBILITY AND ACCOUNTABILITY. THIS DOES NOT RELIEVE ANY PARTY FROM COMPLYING WITH APPROPRIATE FEDERAL, STATEAND LOCAL ENVIRONMENTAL RULES, LAWS, AND REGULATIONS AND ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCE

AND CONNECTION

UNTIL SUCH SIGNATURES ARE OBTAINED. THESE SIGNATURES ARE VALID FOR A MAXIMUM OF TWO YEARS.

I. COMPLETE FOR ALL PROJECTSII. COMPLETE FOR ALL PROJECTS.III. COMPLETE ONLY IF TCEQ DISCHARGE PERMIT IS PROPOSED

NOTES:

I. LEGAL DESCRIPTION

I. GENERAL INFORMATION

BENCHMARK (FOR COASTAL AREAS)

I. COMPLETE FOR ALL PROJECTSII. COMPLETE ONLY IF PROJECT IS ADJACENT TO 100-YEAR FLOOD PLAIN

NOTES:

DELINATE FLOODPLAIN BOUNDARY ON CONSTRUCTION DRAWINGS

DRIVEWAYS

II. HARRIS COUNTY STANDARD DRIVEWAY DETAIL APPEARS

I. NUMBER OF DRIVEWAY APPROACHES PROPOSED:

ON SHEET

TRAFFIC CONSIDERATIONSI. MEDIAN CUTS

II. LEFT / RIGHT TURN LANE

III. TRAFFIC CONTROL PLAN

TRAFFIC CONTROL SHOWN ON SHEET

NO WORK IN THE RIGHT OF WAY IS PROPOSED THATWOULD INTERFERE WITH TRAFFIC FLOW

ROAD NAME:

TO DETENTION POND

TO HCFCD DRAINAGE DITCH UNIT NO.

III. DRAINAGE SYSTEM OUTFALL

II. DESIGN METHOD USED

CITY OF HOUSTONOTHER

I. DRAINAGE SYSTEM TYPE

STORM SEWER

ROADSIDE DITCH

RESIDENTIAL / SUBDIVISION DRAINAGE

V. DRAINAGE SYSTEM FLOW RATE

FLOW AFTER DETENTION (IF REQUIRED):FLOW PRIOR TO DETENTION:

TO HARRIS COUNTY ROADSIDE DITCH

V. FLOW RESTRICTOR SIZE

DETENTION REQUIRED

OUTFALL TO

OUTFALL PIPE SIZE:RESTRICTOR PIPE SIZE:

VOLUME THAT GRAVITY FLOWS: _____________________ ACRE FEETVOLUME THAT IS PUMPED: ________________________ ACRE FEET

ENTRANCE VELOCITY INTO ROADSIDE DITCH

PUMP SPECIFICATIONS AND OPERATING PLAN

OR STORM SEWER:

APPEAR ON SHEET

ROADSIDE DITCH OUTFALL:ALLOWABLE OUTFALL RATE =_____________________ (CFS)PROPOSED OUTFALL RATE:

STORM SEWER OUTFALLCAPACITY ALLOCATED TO TRACT FROM D. A. MAP: _______ (CFS)FROM DRAINAGE AREA MAP DATED:PREPARED BY:ACTUAL OUTFALL RATE: _________________________ (CFS)

III. FLOODPLAIN STORAGE SUMMARY

I. DETENTION SUMMARY

A. TOTAL VOLUME OF MATERIAL PROPOSED TO BE PLACED WITHIN THE FIRM

II. HCFCD STANDARD NOTES: SEE SHEET OF THESE PLANS.

III. HCFCD STANDARD DETAILS: SEE SHEET OF THESE PLANS.

IV. REFER TO PLAN SHEETS FOR EXISTING AND PROPOSED RIGHTOF WAY DELINEATION AND COMPLETE RECORDING INFORMATION TO INCLUDECLERK'S FILE NUMBERS, TYPE OF ESTATE (e.g., DRAINAGE EASEMENT,FEE STRIP, ETC.) AND GRANTEE (e.g. COH, HCFCD, PUBLIC, TXDOT, ETC.)

I. COMPLETE ONLY IF HCFCD OR HARRIS COUNTY IS REQUIRING DETENTION.

NOTES:

II. COMPLETE ONLY IF PROJECT HAS WITHIN IT OR IS IMMEDIATELY ADJACENT TO AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.III. COMPLETE ONLY IF PROJECT INCLUDES NEW OUTFALL, BACKSLOPE INTERCEPTOR OR OTHER RELATED WORK WITHIN AN EXISTING OR PROPOSED HCFCD MAINTAINED CHANNEL OR DETENTION BASIN.IV. COMPLETE ONLY OF PROJECT HAS WITHIN OR IMMEDIATELY ADJACENT TO IT AN EXISTING OR PROPOSED PUBLIC DRAINAGE CHANNEL OR DETENTION BASIN.

(APPLIES ONLY TO PORTION OF LAND LOCATED WITHINFLOODPLAIN AS DELINEATED BY FIRM PANEL).

DELINEATED FLOODPLAIN (FILL, BASE, CONCRETE, ASPHALT, ETC.): i.e., BELOW ELEVATION (2001 ADJ.) CUBIC YARDS

DELINEATED FLOODPLAIN:B. TOTAL VOLUME OF MATERIAL PROPOSED TO BE REMOVED FROM THE FIRM

(2001 ADJ.) CUBIC YARDS i.e., BELOW ELEVATION

IV. TYPE AND PLACEMENT OF STEEL:

(INDICATE BASE FLOOD LEVEL___________)LOCATED ENTIRELY IN ANY "A" ZONE OR SHADED ZONE "X",

CFS

CFS

LOCATED IN THE 10-YEAR FLOODPLAIN

1. 3. 4. 5.2.

7. 8.

FREQUENCY

AS TO LOCATION OF ITEMS IN COUNTY RIGHT OF WAYBY DATE

SITE REMOVED FROM FLOODPLAIN BY LOMAOR LOMR-F CASE NO.______________________

CURBING

4" x 12" CURBING PROPOSED EXCEPT AT MEDIANS AND ISLANDSSTANDARD 6" CURBING PROPOSEDII.

I. ISLANDS AND MEDIANS REQUIRE STANDARD 6" CURBING

VERIFIED BY:

BY DATE

INTERPOSE NO OBJECTION

DATE

APPROVED:

BY

FOR ITEMS LOCATED OUTSIDE OF HCFCD RIGHT-OF-WAY

DATE

FOR ITEMS LOCATED WITHIN EXISTING HCFCD RIGHT-OF-WAY

BYFOR ITEMS LOCATED WITHIN PROPOSED HCFCD RIGHT-OF-WAY

ADDITIONAL COMMENTS:

RAINFALL EVENT PROBABILITY PRE-DEVELOPED PEAK POST-DEVELOPED PEAK DETENTION BASIN MAXIMUM WATERRUNOFF (CFS) RUNOFF (CFS) PEAK OUTFLOW (CFS) SURFACE ELEVATION

PEAK STORAGEVOLUME (AC-FT)

STORAGE RATE (AC-FT PER AC)

10% EXCEEDANCE (10-YEAR)

1% EXCEEDANCE (100-YEAR)

DETENTION BASIN DRAINAGE AREA = _____ ACRES

STORMWATER DETENTION BASIN ROUTING TABLE

ADDITIONAL CRITERIA FOR PUMPED DETENTION BASINS:VOLUME OF PUMPED 1% EXCEEDANCE STORAGE VOLUME = _____AC-FT _____ % OF TOTAL VOLUMEMAXIMUM DESIGN OUTFLOW VELOCITY INTO HCFCD CHANNEL = __________FT./SEC.DRAIN TIME FOR BASIN = __________ HOURS BASED ON ___________________________________ HEAD CONDITIONS.

STORMWATER DRAINAGE DESIGN REPORT

REPORT TITLE ___________________________________________________________________________________

REPORT DATE _____________________ ENGINEERING FIRM _____________________________________________

DATE OF ACKNOWLEDGEMENT BY HCFCD OR FLOODPLAIN ADMINISTRATOR_________________ HCFCD PROJECT #______________

STORMWATER DETENTION FOR THE PROPOSED WORK CONTAINED IN THESE PLANS IS PROVIDED BY OTHER PLANS:

PLAN TITLE ____________________________________________________________________________________________

ENGINEERING FIRM _____________________________ DATE SIGNED BY HCFCD __________________ HCFCD PROJECT # ________

DATEAS TO PAVING AND/OR DRAINAGE ONLYBY

ACTUAL OUTFALL RATE: _________________________ (CFS)

CAPACITY ALLOCATED TO TRACT FROM D. A. MAP: _______ (CFS)FROM DRAINAGE AREA MAP DATED:PREPARED BY:

IV STORM SEWER OUTFALL

IV. TRAFFIC SIGNAL

LOMR REQUIREDIV.

PROJECT NAME:NO TRAFFIC SIGNAL IS EXISTING / PROPOSED

PROPOSED STORM SEWER IS SUBMERGED.

STATIC W.S.E. @ OUTFALL IS _________________.

DETENTION POND MAINTAINED BY

FIRE APPARATUS ACCESS ROADREQUIRED AND SHOWN ON SHEET(S)NOT REQUIRED DUE TO

APPROVED:

VERSION 11.0 AUGUST 4, 2009

CURB RAMPS / SIDEWALK11CURB RAMPS PROPOSED

SIDEWALKS PROPOSED

IV. HCAD ACCOUNT NOS. (ALL)

A. ACREAGE:

A. SUBDIVISION PLAT

EXISTING TRAFFIC SIGNAL DEVICES (T.C. BOXES AND LOOPS)SHOWN ON SHEET

V. TRAFFIC IMPACT ANALYSISNO TRAFFIC IMPACT ANALYSIS IS REQUIRED

TRAFFIC IMPACT ANALYSIS HAS BEEN APPROVED ON DATE:_______

PROPOSED TRAFFIC SIGNAL (BY OTHERS)

A. HOME BUILDER

B. DEVELOPER

C. H.O.A.

D. OTHERS

.55

.65

.75OTHER:

* ****

ADDITIONAL COMMENTS:

LOCATED IN CYPRESS CREEK LOMR 08-06-2369P

RELATED TO LAND DEVELOPMENT. IF THE CITY SIGNATURES ARE REQUIRED BY ORDINANCE, COUNTY PERMITS WILL NOT BE ISSUED

DATE SHEET NO. DESCRIPTION

R E V I S I O NS

H.C. APPROVED DATE

DATE

PRIVATE

(2001 ADJ.)

OTHER:

NO PLAT REQUIRED

I. CONSTRUCTION PROTECTIVE MEASURES.

OTHER(S):

SWPPP SITE PLAN AND DETAILS ON SHEET(S) _____________

II. APPLICABILITY FOR PERMANENT FEATURES.

III. PERMANENT STORM WATER QUALITY FEATURES.

DETAILS AND CALCULATIONS APPEAR ON SHEET(S) ____________VEGETATIVE CONTROLS USED: (FILTER STRIP, GRASSY SWALE, URBAN FORESTRY)

EXEMPT "GRAND FATHERED" BY AN EXISTING STORM SEWER LINE.

"STORM WATER QUALITY MANAGEMENT PLAN" INCLUDED. SWQMP SITE PLAN ON

6. STORM WATER QUALITY

EXEMPT NEW DEVELOPMENT OF LESS THAN 5 ACRE PARCEL.EXEMPT REDEVELOPMENT OF A 5 ACRE OR LARGER PARCEL WHERE

POND STRUCTURE USED (WET, DRY, WETLANDS) DETAILS AND CALCULATIONSAPPEAR ON SHEET(S) ____________

TOTAL IMPERVIOUS SURFACE (EXISTING PLUS PROPOSED) IS LESS THAN 1 ACRE.

STORM WATER QUALITY PERMIT REQUIREMENT FOR THIS PROJECT IS COVEREDBY _________________________ .

SHEET(S) _________________________________

HYDRODYNAMIC TYPE SEPERATOR MODEL: _________________________

**

I - II REQUIRED ON ALL PROJECTS, III IF NOT EXEMPT OR "GRANDFATHERED" NOTES:

** INCLUDE: PROJECT TITLE, HARRIS COUNTY PROJECT NUMBER, AND SWQ PERMIT NUMBER, ORTHE NAME OF THE PERMITTING AUTHORITY IF OTHER THAN HARRIS COUNTY.

WORK IN HCFCD RIGHT-OF-WAY

OUTFALLUTILITY CROSSINGROADWAY BRIDGE / CULVERT CROSSING

I. TYPE OF WORK TO BE PERFORMED IN CHANNEL

US ARMY CORPS OF ENGINEERS INDIVIDUAL PERMITS

9.

FILL ACTIVITYREHABILITATION OF CHANNELMAINTENANCETEMPORARY CROSSINGOTHER

II. PERMIT

PERMIT NUMBER(S) ______________US ARMY CORPS ENGINEERS NATIONWIDE

OTHER

EXPLAIN:NO PERMITS REQUIRED

III. REFERENCE / BASIS OF DETERMINATION

ENVIRONMENTAL CONSULTANT REPORT

REPORT TITLE ______________________________REPORT DATE ______________________________

BY _____________________________________

OTHER ___________________________________

I. - III. REQUIRED ON PROJECTS WITH WORK IN A HCFCD CHANNEL.

NOTES:

LANDSCAPING12REQUIRED AND SHOWN ON SHEET(S) _________________

NOT REQUIRED

PLEASE REFERENCE SECTION 17 OF THE FLOOD CONTROL DISTRICT POLICY, CRITERIA, AND PROCEDURE MANUAL FOR MORE INFORMATION.

SITEWORK SUMMARY

CRITICAL FACILITYSTORM WATER QUALITYDETENTION

10

DRAINAGE SWALECUT____CU.YDS. / FILL____CU.YDS.FILL PLACEMENT ___________#ACRES

UNDERGROUND UTILITIES (COMBINATION WATER/SEWER)

ORGANIZED SEWER PRIVATE

PAVINGDRIVEWAY WITH CULVERT___ CURB AND GUTTER___ TXDOT___

SEPTIC

YES NO

ORGANIZED WATER PRIVATEPUBLICPUBLIC

PRIVATEPUBLIC

EXISTINGNO PROPOSED

NO

YES NO

YES

YES

YES

SIGN CLASSIFICATION

LOCATED IN:

ETJ

SCENIC DISTRICT

TOLL ROAD

EASEMENT AUTHORIZATION

LETTERS ________________________________________

(DRAINAGE LAYOUT PG. NO._____)

(INDICATE BASE FLOOD LEVEL___________)

A PERMIT IS REQUIRED FOR EACH SCOPE OF WORK ON SITE.A NOTIFICATION IS REQUIRED FOR EACH SCOPE OF WORK IN HC OR HCFCD ROW.REFER TO www.eng.hctx.net/permits FOR EACH SCOPE OF WORK IN HC OR INHCFCD ROW.

NOTES:

SURVEY & ABSTRACT:

C. ADJACENT ROADS:

II. PLATTING

PLAT NUMBER ___________________________PLAT NAME: ____________________________

B. STREETS PROPOSED

CITY OF HOUSTON

ETJ, CITY OF HOUSTON

NO ETJETJ, CITY OF

CITY OF

III. JURISDICTIONS

B. SUBDIVISION:

KEY MAP page(s)______________R

CULVERT___

OTHER ________________________________________

*

CPC 101 FORM MAY BE REQUIRED*

*

OTHER

(BASE FLOOD LEVEL_____)

V. UNOBSTRUCTED VISIBILITY EASEMENT (U.V.E.)

REQUIRED AND SHOWN ON SHEET(S)NOT REQUIRED

HARRIS COUNTY ADMINISTRATIVE DATA(THIS SECTION TO BE FILLED OUT BY HARRIS COUNTY REVIEWER)

( IF YOU ARE APPLYING FRONTAGE INCREASE, PLEASE ILLUSTRATE CALCULATION ON COVER SHEET OR CODE ANALYSIS SHEET.)

( To calculate scaled cost of construction use the square footage and multiply by $75.00.)

FIRE CODE

OF

SHEET NUMBER

REVIEWDESCRIPTIONSHEET NO.(S)DATE

REVIEWER'SACKNOWLEDGEMENT

SIGNATURESEAL DATE

THE PROJECT CONSISTS OF DRAWING SHEETS THROUGH .OF MY KNOWLEDGE. A DESIGNER OF RECORD FOR THIS PROJECT.INFORMATION PRESENTED ON THIS SHEET IS TRUE AND CORRECT TO THE BEST

IN THE STATE OF TEXAS DO HEREBY CERTIFY THAT THEI, , A LICENSED PROFESSIONALENGINEER/ARCHITECT

I AM/AM NOT

CERTIFICATION

RELATED TO LAND DEVELOPMENT.COMPLYING WITH ANY OTHER LEGALLY ADOPTED REGULATION OR ORDINANCEAND ACCOUNTABILITY. THIS ACCEPTANCE DOES NOT RELIEVE ANY PARTY FROMSTATE OF TEXAS, WHICH THEREFORE CONVEYS THE PROFESSIONAL'S RESPONSIBILITYSEALED BY A PROFESSIONAL ENGINEER / ARCHITECT LICENSED TO PRACTICE IN THECOMPLETELY CHECKED AND VERIFIED. THESE DRAWINGS ARE SIGNED, DATED ANDPROJECT, INCLUDING ALL SUPPORTING DATA AND CALCULATIONS HAVE BEENTHE PROJECT WAS REVIEWED, HOWEVER, THIS DOES NOT MEAN THE ENTIRE

DATEBY AS TO COMPLIANCE WITH COUNTY FIRE CODE

PERMIT OFFICE

FIRE CODE DESIGN AND COMPLIANCE REVIEW SHEET VERSION 4.2 (JULY 2009)HARRIS COUNTY

REVIEWER'S SIGNATURE BLOCK

WAS ACCEPTED BY HARRIS COUNTY FOR THE PURPOSES LISTED BELOW:

THE PROJECT KNOWNAS

R E V I S I O N S

PROJECT NO#

FIRE CODEIFC 2006

MANAGER'SACKNOWLEDGEMENT

COUNTY P.E.'SACKNOWLEDGEMENT

SPECIFIC USECLASSIFICATIONOCCUPANCY

2 3

TOTAL

NOTE EXTRA COLUMNS MAY BE ADDED FOR MULTIPLE STORY BUILDINGS

3 LIST ALLOWABLE OCCUPANTS PER OCCUPANT CLASSIFICATION.

2 LIST FLOOR AREA IN SQUARE FOOT PER OCCUPANT FROM IBC TABLE 1004.1.1

1 LIST SQUARE FOOTAGE IN EACH OCCUPANCY CLASSIFICATION.

STAIRWAYS (IBC-2006 SEC. 1009)

AUTOMATIC FIRE SPRINKLER SYSTEM (SECTION 903 & HC FIRE CODE AMENDMENTS 903.4)

ALTERNATIVE AUTOMATIC FIRE EXTINGUISHING SYSTEM (SECTION 904)( I. E KITCHEN HOOD SYSTEM, CLEAN AGENT SYSTEM, FOAM SYSTEM, etc.)

STANDPIPE SYSTEM & HOSE CONNECTIONS (SECTION905)

PORTABLE FIRE EXTINGUISHERS (SECTION 906)

FIRE ALARM AND DETECTION SYSTEMS (SECTION 907 & HC FIRE CODE AMENDMENTS)

HVAC & AIR DISTRIBUTION SYSTEM CONTROLS (SECTION 907.12 IFC 2006)

SMOKE CONTROL SYSTEMS (SECTION 909)

SMOKE AND HEAT VENTILATION (SECTION 910 & TABLE 910.3)

ROOF CONSTRUCTION

FLOOR CONSTRUCTIONINTERIOR NON-BEARING WALLSEXTERIOR NON-BEARING WALLSINTERIOR BEARING WALLSEXTERIOR BEARING WALLSSTRUCTURAL FRAME

BUILDING ELEMENTS REQUIRED PROVIDED SHEET #

(1 HOUR REDUCTION ALLOWED, SEE FOOTNOTE - E, TABLE 601 IBC2006)

(REF. TABLE 1505. 1, IBC2006)

( REF. SECTION 602 IBC-2006)

(REFER TO TABLES 601, 602 & 602.4 OF IBC 2006)

MINIMUM CLEAR WIDTH PROVIDED (EACH STAIRWELL) ____________EGRESS WIDTHS ARE SHOWN ON SHEET: __________

PROVIDED AS NOTED ON SHEET _______, TYPE OF SYSTEM PROVIDED ____________NOT REQUIRED PER SECTION 904

PROVIDED AS NOTED ON SHEET _______, TYPE OF SYSTEM PROVIDED ____________

NOT REQUIRED PER SECTION 905

PROVIDED AS NOTED ON SHEET______, NUMBER PROVIDED_____ (HIGHLIGHT ONPLANS)

PROVIDED AS NOTED ON SHEET __________,NO HVAC UNITS OVER 2,000 CFM USED IN THIS SYSTEM

PROVIDED AS NOTED ON SHEET________.NOT REQUIRED PER SECTON 909

(Smoke/fire dampers, duct smoke detectors, etc.)

FIRE SEPARATION DISTANCE (FEET)NORTH SOUTH EAST WEST

IBC & IFC 2006CHAPTER 9

IBC 2006, CHAPTER 6, 7 and 10IBC 2006, CHAPTER 10

STAIRWELLS (Section 1020)ELEVATOR SHAFTS (Section 707)CORRIDORS (Section 1017)

FIRE RATED DOORS (Table 715.4)

(TABLE 1005.1 IBC-2006ED)

CHAP. 2 (IFC 2006,)CHAP. 3 & 10 (IBC 2006)

EXIT ACCESS TRAVEL DISTANCE (IBC-2006 SEC. 1016.1)

CORRIDOR FIRE RESISTANCE RATING (IBC-2006 TABLE 1017.1)

EXIT SIGNS / EGRESS ILLUMINATION (IBC-2006 SEC. 1006 & 1011 )REQUIRED AND SHOWN ON SHEET ___________ (HIGHLIGHT ON PLANS)NOT APPLICABLE BECAUSE __________________________________

NO FIRE/ SMOKE DAMPERS IN THE BUILDING

NOT REQUIRED: QUICK RESPONSE (groups A, B, and E) GROUP U

1 2

3BRIEF DESCRIPTION

BUILDING PLANNING & DESCRIPTION

LEGAL DESCRIPTION:

PHYSICAL ADDRESS:

LEASE SPACE/SUITE NO.:

CALL CENTERPOINT ENERGY, AT 713-207-4460, TO OBTAIN AN ADDRESS FOR YOURPROJECTPRIMARY RESPONDING FIRE DEPARTMENT STATIONNUMBER:ADDRESS:

BUILDING NAME:

MIXED OCCUPANCY SEPARATED USE NON-SEPARATED

BLDG. LENGTH _________ BLDG. WIDTH _________ BLDG. HEIGHT _________ (INFT.)HEIGHT LIMITATION ________ AREA LIMITATION_______ (FROM TABLE 503IBC2006)

OCCUPANCY TYPE AND LOAD

A-1

CLASSIFICATIONOCCUPANCY

A-2

A-3

A-4

A-5B

E

I-2I-1

H-5

H-4

H-3

H-2

H-1

F-2

F-1

I-3

I-4

M

R-1

R-2

R-3

R-4

S-1S-2

U

MEANS OF EGRESS

FIRE PROTECTION SYSTEMS

4 FIRE-RESISTANCE RATED CONSTRUCTION 7 HIGH PILED STORAGE

A COPY OF THESE APPROVED CONSTRUCTION PLANS MUST BE KEPTAT PROJECT SITE FOR THE FINAL INSPECTION OF THE BUILDING(S).

SHOW DETAILS OF FIRE WALLS OR FIRE BARRIERS MEETING HORIZONTAL WALLSAND ROOF DECKS (SEE 705.5, 705.6 AND 706.5 IN 2006-IBC).

FIRE BARRIER (Section 706)

FIRE WALL (Section 705)

ACCESSIBLE AREAS OF REFUGE & 2-WAY COMMUNICATIONS _________(IBC-2006 SEC. 1007.3 TO 1007.6)

DEMISING/PARTITION WALL (Sect. 708)

TYPES

REF. IBC 2006, TABLE 1004.1.1

1

HCAD or Property Tax#:

5

http://hcpid.org/permits/docs/FC_fire_flow_calculator.pdf(hyperlink) hold Ctrl + click here FIRE FLOW CALCULATOR NFPA 1142

http://hcpid.org/permits/docs/FC_firelane_layout_gen_req_and_approved_sign.pdf(hyperlink) hold Ctrl + click here

MENU ITEM (FIRE LANE LAYOUT,GENERAL REQUIREMENTS & APPROVED SIGN)

_________ REQUIRED (GPM) ________ DURATION(REF. IFC-2006 APPENDIX B105.2, APPENDIX D, D105.1 THRU D105.3)

75% REDUCTION YES NO (MUST MAINTAIN MINIMUM OF 1,500 GPM)

WATER SOURCE FOR RURAL AREAS WITHOUT FIRE HYDRANTS

PUBLIC WATER SUPPLY WITH FIRE HYDRANTS

_________ SIZE OF BUILDING IN SQ. FT., (INCLUDE ALL OVERHANGS UNDER ROOF)

DESIGN SPECIFICATIONS AND LOCATION SHOWN ON SHEET __________ MINIMUM REQUIRED WATER SUPPLY FROM THE FIRE FLOW CALCULATOR

NAME OF THE MUNICIPAL UTILITY DISTRICT

IFC 2006 CHAPTER 5

IBC 2006, CHAPTER 8(PER SECTION 803 AND TABLE 803.5, IBC 2006)6 INTERIOR FINISH

WATER SUPPLY

8(13 Digits)

IBC 2006, CHAPTER 23

HAZARDOUS MATERIALS IBC 2006, CHAPTER 27

ENGINEERING FIRM

AUTOMATIC FIRE EXTINGUISHING SYSTEM REDUCTION CLAIMED: Yes No

***

***

**

**

________ NUMBER OF EXISTING HYDRANTS WITHIN 1000 FEET OF PROJECT

5.1 FIRE LANE ACCESS

*

FIRM#

REFER TO REGULATIONS AND CODE WORDS: SPRINKLER RISER/FIRE ALARM ROOMS

REFER TO REGULATIONS AND CODE WORDS: REQUIREMENT FOR CONSULTANT ENGINEER

REFER TO REGULATIONS AND CODE WORDS: DRY HYDRANT

***

THIS BUILDING IS DESIGNED FOR THE INTENT OF HIGH PILE STORAGEIF YES, THEN PROVIDE HIGH PILE STORAGE FORM PROVIDED ON OUR WEBSITE

THIS BUILDING IS DESIGNED FOR THE INTENT OF HAZARDOUS MATERIAL STORAGE YES NOIF YES, THEN PROVIDE ALL HMIS SUMMARIES, REPORTS AND MSDS'S

7.1

ROOF COVERING CLASSIFICATION:PROVIDED

APPENDIX B, C & D

EMERGENCY ALARM SYSTEM REQUIRED PER IFC 2006 YES NO

YES NO

DRY HYDRANTABOVEGROUND STORAGE

UNDERGROUND STORAGEOTHER

PROVIDED AS NOTED ON SHEET

OTHER

NOT REQUIRED PER SECTION 903, HARRISCO. FIRE CODE (IBC&IFC 2006)

NFPA 13

NFPA 13R

NFPA 13D

ELO

ESFR

QUICK RESPONSE

*PROVIDED AS NOTED ON SHEET

OTHER

NOT REQUIRED PER SECTION 907

AUTOMATIC WITH SMOKE COVERAGECOMPLYING WITH H.C. AMENDMENTS-907.2

SPRINKLER MONITOR WITH OCCUPANCYNOTIFICATION COMPLYING WITH H.C.AMENDMENTS-903.4

MANUAL WITH NOTIFICATION

ELEVATOR RECALL - SUPERVISORY

TYPE OF SYSTEM PROVIDED:

*

TYPE OF SYSTEM PROVIDED:

ELEVATORS

SPRINKLERED SHAFT YES NONEW EXISTING

A B C

FIRE LANES WILL BE APPROVED CONCEPTUALLY DURING THE CIVIL REVIEW PROCESS.HOWEVER THE FIRE CODE PLAN REVIEWER MAY CHANGE THE FIRE LANE LAYOUT BASEDON THE BUILDING SPECIFICATIONS.

http://hcpid.org/permits/docs/FC_hazmat_info_report_form.pdf FOR HMIS REPORT SHEET

http://hcpid.org/permits/docs/FC_high_piled_storage_form.pdf

http://hcpid.org/permits/docs/FC_hazmat_info_summary_form.pdf FOR HMIS SUMMARY SHEET

Level 5

MEANS OF EGRESS # OF REQUIRED EXITS# OF EXITSPROVIDED

Stairways (per floor)

Egress @ grade level

COMMENTS / SPECIAL CONDITIONS

MAX. TRAVEL DISTANCE PROVIDED TRAVELDISTANCE

SHEET #OCCUPANCY TYPE

OCC. LOAD SERVED BYCORRIDOR

REQUIRED FIRERESISTANCE RATINGOCCUPANCY TYPE

OCCUPANCY GROUPAND COMMODITYCLASSIFICATION

DESIGNATEDSTORAGE

HEIGHT (feet)

MINIMUMDRAFT CURTAIN

DEPTH (feet)

MAX. AREAFORMED BYCURTAINS(Square Feet)

VENT-AREA-TO

FLOOR AREARATIO

MAX. SPACINGOF VENTSCENTERS

(feet)

MAX. DISTANCE TO VENTSFROM WALL OR DRAFT

CURTAIN (feet)

SHOWNON

SHEET#

U.L. #

SHELL BUILDING PERMIT NUMBER:

T.D.L.R.#TEXAS DEPARTMENT OF LICENSING AND REGULATIONShttp://www.license.state.tx.us/ABDataSearch/ (hyperlink) hold Ctrl + click hereTelephone: (512) 463-6599 Toll-Free (in Texas): 800-803-9202Fax: (512) 475-2871 Relay Texas-TDD: (800) 735-2989

NEW CONSTRUCTION SHELL BUILDING LEASE SPACE BUILD-OUT SUBSTANTIAL IMPROVEMENT

http://www.hcfmo.net/jurisdictionsearch.aspx (hyperlink) hold Ctrl + click here

SINGLE OCCUPANCY

(IBC2006, SECTION 508 MIXED OCCUPANCY PLEASE REFERENCE 508.3.2 OR 508.3.2.3)

BUILDING VALUATIONGROSS SQUARE FOOTAGEESTIMATED COST OF CONSTRUCTION: $SCALED COST OF CONSTRUCTION: $

TYPE OF CONSTRUCTION : (IBC, CHAPTER6)

PROVIDE A BRIEF DESCRIPTION OF THE USE AND/ORPROCESS, PRODUCT AND MATERIALS USED IN THISFACILITY.

PROVIDED AS NOTED ON SHEET NUMBER ___________FOR "FIRE LANE LAYOUT PLAN" WHICHSHALL INCLUDE THE FOLLOWING: SITE PLAN, FIRE LANE, FIRE HYDRANTSWITH LOCATIONS HIGH LIGHTED ON PLANS.

BUILDING HEIGHT OVER 30 ft., AERIAL ACCESS LAYOUT PROVIDED ON SHEET___________

Level 4Level 3Level 2Level 1ElectronicPaperSUBMITTAL TYPE:

SHEET #

SHEET #

OCCUPANCYGROUP

EXITS ENCLOSURES,EXIT PASSAGEWAYS CORRIDORS ROOMS AND

ENCLOSED SPACES SHOWN ON SHEET

NOTE: WHERE AREAS OF BUILDINGS ARE EQUIPPED WITH EARLY SUPPRESSION FAST-RESPONSE(ESFR) SPRINKLERS, AUTOMATIC SMOKE AND HEAT VENTS SHALL BE PROHIBITED.

Nimitz Sr. High SchoolCTE Classroom Renovations

TRS 1B & 1GAbstract 385 HT&BRR CO SEC1

W. W. Thorne Blvd.

0430510000005

Woodcreek MUD

IIB

500,000.008,891 SF of existing space. No added SF.

Nimitz Sr. High School2005 W. W. Thorne DriveHouston, TX 77073

0430510000005

E Classrooms 8,072 20 net 404 E Storage 819 3

The project consists of: Interior renovations to update classroomlayouts, finishes and casework. Removal of some partition wallsand relocation of existing plumbing. There is no added area.

TRS 1B & 1GAbstract 385 HT&BRR CO SEC 1

EXISTING EXISTING (6)EXISTING EXISTING

A0-01

EXISTING

n/aExisting and clearly identifiable in classrooms

E 200 EXISTING A0-01

E Greater than 30 1

A1-01300 Gross

E Class A Class B Class C A9-01

Nimitz Sr. High SchoolCTE Classroom Renovations

EABPRJB 1810036

1

ALL EXISTING

0 0

ALL EXISTING

ALL EXISTING

8,891 407

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



6" = 1'-0"

Author

Checker

COUNTY CODEREVIEW

G0-02

CLASSROOM2017

MECHANICAL

CLASSROOMCLASSROOMCLASSROOMWORK

CLASSROOM CLASSROOM CLASSROOM

CLASSROOM CLASSROOM CLASSROOM CLASSROOM


CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM

CLASSROOM


2015

2403

2401

2407

2405

2441

2409

2114

2009

2301

2303

2305

2307

2309

2310

2108

ROOM

2202

2206

2207

2209

2101

2004 2006

2201 2302

2203 2304

2204 2306

2011CLASSROOM

2402CLASSROOM

2406CLASSROOM

2410CLASSROOM

2312CLASSROOM

2311CLASSROOM

2308CLASSROOM

2205CLASSROOM

2103CLASSROOM

210521042102

2008CLASSROOM CLASSROOM

2012

CLASSROOM2111

CLASSROOM2113

CLASSROOM2117

CLASSROOM2115

2116CLASSROOM

WORKROOM

WHDW

WH

DW

DW

AUDITORIUM

CAFETERIA

ADMINISTRATION

LIBRARY

GYMNASIUM

Classrooms to be Remodeled

Existing Restrooms

RR

RR

511

506

2401

2403

2405

2407

2409

RR

First Floor

2015

2411

W.W. THORNE BLVD.

EXISTING PARKING

EXISTINGTENNISCOURTS

EXISTING PARKING

EXISTING PARKING EXISTING PARKING

EXIS

TIN

G C

.L. F

ENC

E

EXISTING PARKING

Second Floor

EXIS

TIN

G C

ON

CR

ETE

DR

IVE

(FIR

E LA

NE)

TURKEY CREEK

Stair StairStair

Stair Stair Stair

RR

RR

APPAREL LABROOM 5111,288/20=64

58'

52' -

3"

87' -

3"

72'

ECD LABROOM 506

2,450/20=123

87'

88'

18' -

8"

50' -

6"

30' -

2"

22'

27' - 0" 61' - 7"

BUILDING EXIT

BUILDING EXIT

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

NOT IN SCOPE

A8-02 14

15

16

13

HEALTH SCIENCE LABROOM 24011,271/20=64

10' - 8"35' - 0"10' - 8"49' - 4"

27' -

10"

57'53'


52'


HEALTH SCIENCEROOM 2411629/20= 31

34'

47' - 10"11' - 5"

57' -

6"

15' - 0"

74'

13' -

2"

11' - 0"

55'64'

67'

8

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



As indicated

Author

Checker

ARCHITECTURALSITE PLAN

A0-01 1" = 80'-0"1

Architectural Site Plan. Levels 1& 2combined

PLANNORTH

1/16" = 1'-0"13

Life Safety Plan @ ECD & Apparel Labs -Level 1

1/16" = 1'-0"4

Life Safety Plan @ Health Science Labs -Level 2

WH

55' - 0"

55' -

6"

15' - 0" 19' -

1 3

/4"

14' -

0"

12' - 0"

7' - 0"

9' -

0"

18' - 0" 12' -

6"

9' - 4 1/2"10' -

0"

28' - 0"

46' -

0"

39' - 4 1/4"

5' -

0"

ROOM 506

ROOM 511

Remove & Salvage casework, sinks,stoves, refrigerators, etc.Demo half-height walls.

Remove & salvage casework, sink,stove, refrigerator, etc.Demo half-height walls.

Remove andsalvage shelving.

Remove & salvagecasework.


Relocate data/power drop towall location. Run cables in traybelow desks. Re: A1-01


Relocate data/power dropsto wall. Run cables in traybelow desks.Re: A1-01

This kitchenset-up to remain

This wall toremain

8' -

0"

Existing doorto remain

Existing water heater,mop sink and

washer/dryer to remain

Cut opening fornew door

Relocate caseworkto this room

5' - 2"

8'-6" CEILING HT.

Existing door to remainnew hardware.

ROOM2403

ROOM2405

ROOM2407

ROOM2409

22' - 1 1/2"

ROOM2411

22' - 0"22' - 0" 23' - 6"

CORRIDOR

ROOM2401

ROOM2015

Existing expansionjoint to remain.

New covers, Re:Specs

22' - 6" 21' - 6" 22' - 6"

Remove walls Remove walls Remove walls

Remove 9' oflockers

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



1/8" = 1'-0"

Author

Checker

DEMOLITION PLANS

A0-02 1/8" = 1'-0"1 Demo @ Rooms 506 & 511 - Level 1

To be Demolished

Existing, doors, objects

New walls, doors, objects

1/8" = 1'-0"10 Demo @ Rooms 2403 thru 2411 - Level 2

PLANNORTH

GENERAL NOTES:

1. Notify Architect of discrepancies between exist conditions and drawingsbefore proceeding with demolition.

2. Remove and salvage as much existing casework as possibleto be re-installed in other locations as directed by Owner and/or Architect.

3. Patch and repair all areas where walls or casework have been demolished.This includes repairing, patching and/or refinishing flooring, wall base, ceilingsand paint. Coordinate finishes with Architect.

4. Refer to MEP drawings for MEP equipment removal and relocation.

5. Refer to Structural drawings for any bracing requirements of existingremaining walls at demolition.

6. Remove all VCT and floor base in classrooms to be remodeled.

7. Remove all existing markerboards, tack boards, strips and wall objects toprepare walls for new paint.

WH

DW

DW

FOODS LAB**NOT IN SCOPE**

A8-

011

2

3

4

NEW RESTROOMWITH 1 TOILET AND ONELAVATORY SINK

2

3

3

4 5 6

78

9 10

11

12

13

14

15

15

16

17 18

A8-

01

5

6

7

8

APPAREL LAB511

FITTING511C

ECD LAB506

NEW OFFICE506A

STORAGE506B

RESTROOM506C

(10

com

pute

rs +

prin

ter)

26

2

33

(10

com

pute

rs +

prin

ter)

(15

sew

ing

stat

ions

)

27

14

22

28

NOT IN SCOPE

A1-016

511a

29

14

STORAGE511D

18 17 18

30

18

18

31

32

32

25

25

2

36 37

38 4035

5' - 2"

2' -

3 1/

4"

28' - 0"

46' -

7 3

/4"

10' -

0"

7' -

4"13

' - 3

3/4

"8'

- 6"

8' -

6"9'

- 0"

18' - 0" 10' - 0"

12' -

6"

15' - 0"

18' -

6"

55' - 0"

11' -

0"

44' -

6"

F.E.C.

43

44

119

20

21

119

20

21

(10 computers + printer)

13

17

18

22

2324 25

2021

26

13

26 18

17

18

17

1313

2525

HEALTH SCIENCELAB2401 HEALTH SCIENCE

LAB2405

HEALTH SCIENCELAB2409

HEALTH SCIENCECLASSROOM

2411

A8-01

9

10

A8-022

1

A8-02

3

10

9

A8-02 12

11

A8-02

6

7

22' - 7 3/4"

28' -

0"



Existing expansionjoint. New covers

for wall, floor &ceiling

2407a 2407b


STORAGE2407

1818

14

252401c

2401d

18

18

17

33 33

34 1

35

39

A2-018

A

A

41

42

42

8

47' - 8 1/2" 39' - 2" 38' - 11 1/4"12' - 5"

45

A

37

37

37

FINISH FLOOR

SCH

D. H

EIG

HT

CWOOD/SOLID CORE

FULL FLUSH

SCHD. WIDTH

SCH

D. H

EIG

HT

BWOOD/SOLID COREWITH VISION LITE

8"

10" 4"

3' -

4"

SCHD. WIDTH

1HOLLOW METAL

FRAME

FINISH FLOOR

SCHD. WIDTH

SCH

D. H

EIG

HT

AWOOD/SOLID CORE

WITH FULL UPPER LITE

8"

2' - 4" 4"

3' -

4"SCH

D. H

EIG

HT

DWOOD/SOLID CORE

FULL FLUSH, DOUBLE

SCHD.WIDTH

*Match existing frames: type,thickness & finish.

7' - 0"

9' -

0"

1' - 0" 1' - 6"

RESTROOM506C

A8-02 14

15

16

13

Long leg runner, 3" deep.Secure to deck @ 24" O.C.

Underside of structuraldeck

Scheduled ceiling

TYPE "A"

HEAD

PLAN

BASE

Mtl. studs @ 16" O.C. Seechart for size

5/8" Gyp. board

Hold gyp. board above floormin. 1/8", max 3/8"Mtl. stud runner anchored tofloor @ 24" O.C.

TYPE "A.S" - SOUND ATTENUATINGSAME AS TYPE "A" WITH ADDITION OF NOTESBELOW:

Acoustical sealant @all head joints

Sound attenuation battsHEAD

PLAN

BASE

Stagger any boxes orfixtures in the wall

Acoustical sealant @ allbase joints

PARTITION TYPE STUD SIZE PART THICKNESSA2 OR A2.SA OR ASA6 OR A6.S

2 1/2"3 5/8"6"

3 3/4"4 7/8"7 1/4"

DRYWALL METAL STUD PARTITION

1-HR PARTITION WHERE NOTED AS UL465

STC-- / 4540 / 49-- / --

Verif

yS

ched

uled

Cei

ling

Hei

ght

Var

ies

Scheduled base

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



As indicated

Author

Checker

FLOOR PLANS, DOORSCHEDULE ANDDETAILS

A1-01

1/8" = 1'-0"1 New ECD & Apparel Labs - Level 1

Keynote LegendKey

Number Description

30 Marker board. 4'-0"x 8'-0". Provide blocking in wall.31 Existing / relocated refrigerator32 Relocated data/power poles33 Autoclave. OFOI34 Casework Type D, upper cabinet with locks. Bottom mounted at 4'-6"35 New Dishwasher. Provide connections. Appliances by owner36 New stackable washer/dryer. Provide connections. Appliances by owner.37 Wood built in, open shelving. Provide blocking38 New Stove. Provide connections. Appliances by owner.39 New refrigerator. Provide connections. Appliances by owner.40 Casework Type A2, base cabinet with sink.Top mounted at 34"41 New Compact Refrigerator. OFOI.42 Incubator. OFOI43 Fire extinguisher, re: Specs44 New Pipe chase. Gyp.bd. on Metal Studs. Re: MEP45 New wing wall to match existing/adjacent finishes

Keynote LegendKey

Number Description

1 Casework Type A, base cabinets. Counter top @ 34" ht2 Existing casework to remain in place3 Existing data/power drops to remain in place4 Existing water heater5 Existing mop sink6 Existing Washer/Dryer7 Casework Type C, Toddler height base cabinet with sink. Top @ 26"

Maximun.8 Drinking fountain. mounted for toddler height9 Existing kitchen set-up, casework and equipment to remain.10 Existing stove11 Existing sink12 Casework Type F, Sewing stations, continuous table-top. Top mounted at

30" ht., Knee clearance 27" min. Braced every 3'-0" OC.13 Casework Type L, teacher workstation.14 Illuminated display case, glass sliding doors, with locks. Plam panel skirt

with decorative corner bolts. Re: Specs15 Existing column16 Existing partial height wall17 Marker board, 4'-0"x 12'-0". Provide blocking in wall.18 Tack board, 4'-0"x 4'-0". Provide blocking in wall.19 Casework Type D, upper cabinet. Bottom mounted at 4'-6". *Use Type D1

if above sink or at stove hood and align all cabinets at top.20 Hand wash sink21 Emergency eye/face wash sink22 Casework Type B, accessible base cabinet with sink.Top mounted at 34",

knee clearance 27" min.23 Hospital bed. OFOI24 Cubicle curtain and overhead track25 Casework Type G1, Teacher's Wardrobe.26 Casework Type E1, student computer stations, continuous table-top. Top

mounted at 30" ht., Knee clearance 27" min.Braced every 5'-0" OC.27 Embroidery machine. OFOI28 Casework Type H, storage cubbies, with coat hooks29 Casework Type E2, Toddler computer stations, continuous table-top. Top

mounted at 20" ht.

1/8" = 1'-0"5 New Health Science Labs - Level 2

PLANNORTH

1/4" = 1'-0"7 Door and frame types

3/8" = 1'-0"6 Toddler Restroom @ ECD Lab

DOOR SCHEDULEDoor

NumberRoom

Number Room Name Width Height Door Type Door Finish Frame TypeFrameFinish

Hardwareset Comments

511a 511 APPAREL LAB 3' - 0" 8' - 4" B PLam 1 Paint 100 Match height of existing corridordoors. Re: Specs for Hardware

2401c 2401 HEALTH SCIENCE LAB 5' - 8" 7' - 0" D PLam 1 Paint 102 Re: Specs for Hardware2401d 2401 HEALTH SCIENCE LAB 5' - 8" 7' - 0" D PLam 1 Paint 102 Re: Specs for Hardware2407a 2407 STORAGE 3' - 0" 7' - 0" B PLam 1 Paint 101 Re: Specs for Hardware2407b 2407 STORAGE 3' - 0" 7' - 0" B PLam 1 Paint 101 Re: Specs for Hardware

NOT USED

1" = 1'-0"8 Partition Type A

ECD LAB506

NEW OFFICE506A

STORAGE506B

FITTING511C

APPAREL LAB511

RESTROOM506C

1

1

3

NOT IN SCOPE

STORAGE511D

4 4

5

5

4

4

6

6

8'-6"AFF

8'-6"AFF

8'-6"AFF

8'-6"AFF

8'-6"AFF

8'-6"AFF

3

3




HEALTH SCIENCECLASSROOM

2411

21 1 11

STORAGE2407

63

6

6

8'-6"AFF

8'-6"AFF

8'-6"AFF

8'-6"AFF

8'-6"AFF

Type A - recessed 2x4 lensed fluorescenttroffer

Type B - recessed 2x2 lensed fluorescenttroffer

Type C - recessed downlight

2x2 acoustical ceiling

Type D - fluorescent strip

Painted gyp. board ceiling

Type E - track lighting/ display spot/floods

Existing 8" CMUCorridor Wall

New 5/8" gypsum boardwall on 3-5/8" metal studs

STORAGE

Sealant

Field Verify Actual Width of Joint

Concrete Anchor

Floor to Floor expansion jointcover plate

Existing Slab

VCT

Masonry Fastener

Wall to Wall ExpansionJoint CoverExisting CMU

Suspended Ceiling Tees

Acoustical Ceiling Tile

Ceiling to Ceiling ExpansionJoint Cover

REFER TO PLAN

REF

ER T

O P

LAN

. V.I.

F.

Glass Ends at Appareldisplay cases only

Locks

Sliding Glass Doors

Fabricork PanelsShelf stds at HealthScience case only

0' - 1 1/2"

0' -

2"

V.I.

F.

REFER TO PLAN

Glass Shelf

Reflector

FlourescentLight

Laminate FinishTop & Bottom

Gyp. Board over Metal Studs.Refer to plan for wall width

0' - 0 1/2"0' - 0 1/2"Hollow Metal Door Frame

Door Per Schedule

1'-0" Min. Clear @ Latch Side

Hollow Metal DoorFrame

(2) Metal Studs

18" Min. Clear @ Pull Side

Door

Provide rubber transitionstrip if finish materials aredifferent.

Finish Floor

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



As indicated

Author

Checker

DETAILS ANDREFLECTED CEILINGPLANS

A2-01

1/8" = 1'-0"1 New ECD & Apparel Labs - Level 1

1/8" = 1'-0"6 New Health Science Labs - Level 2

1/8" = 1'-0"4 RCP Legend

PLANNORTH

Keynote LegendKey

Number Description

1 Ceiling mounted projector2 Cubicle curtain and overhead track3 Illuminated display case, glass sliding doors, with locks. Plam panel skirt with

decorative corner bolts. Re: Specs4 Existing data/power drops to remain in place5 Relocated data/power pole. Relocate to corners of room where possible. Cables to

run under tables in cable trays6 New scheduled light fixture, Typical

NOTIN

SCOPE

1" = 1'-0"8

Plan Detail at Typical New Gypsum Boardand CMU Walls 3" = 1'-0"13 Expansion Joint Floor

1" = 1'-0"14 Expansion Joint Detail at Wall

1" = 1'-0"15 Expansion Joint Detail at Ceiling 3" = 1'-0"10 Plan Detail at Display Case

3" = 1'-0"9 Section at Display Case

3" = 1'-0"20 Typical Door Head Detail

3" = 1'-0"19 Typical Door Jamb Detail

3" = 1'-0"18 Typical Door Sill Detail

11

4' - 0" 8' - 0" 8' - 0"3' - 0" 4' - 0"

1616 16

3

18

19

20

411

13 1315

3

3' -

0"

4

10

8

3

1213

10 EXISTING CABINETS17

8

3

69 2021

Existing casework and equipmentRelocated/reconfiguredcasework & equipment

5

22

1714

3 3

11

12' - 0"

16

3

12' - 0" 12' - 0"1' - 0"

16 1611 4

3

141513

16 16 1614

12' - 0" 4' - 6" 12' - 0" 4' - 6" 12' - 0"

3

3

16 16

8' - 0"4' - 0"8' - 0"

11

3

12

3

2401c 2401d

Cubicle Curtain

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



1/4" = 1'-0"

Author

Checker

INTERIORELEVATIONS

A8-01 1/4" = 1'-0"1

ECD RM.506 INTERIOR ELEVATION-WEST

1/4" = 1'-0"2

ECD RM.506 INTERIORELEVATION-NORTH

1/4" = 1'-0"3 ECD RM.506 INTERIOR ELEVATION-EAST

1/4" = 1'-0"4

ECD RM.506 INTERIORELEVATION-SOUTH

1/4" = 1'-0"5

APPAREL LAB RM.511 INTERIORELEVATION-NORTH

1/4" = 1'-0"6

APPAREL LAB RM.511 INTERIORELEVATION-EAST

1/4" = 1'-0"7

APPAREL LAB RM.511 INTERIORELEVATION-SOUTH

1/4" = 1'-0"8

APPAREL LAB RM.511 INTERIORELEVATION-WEST

1/4" = 1'-0"9

HEALTH SCIENCE LAB RM. 2401INTERIOR ELEVATION -NORTH

1/4" = 1'-0"10

HEALTH SCIENCE LAB RM.2401INTERIOR ELEVATION -EAST

Keynote LegendKey

Number Description

1 Hospital bed. OFOI2 Hand wash sink3 4" Rubber cove base4 Casework Type L, teacher workstation.5 Casework Type B, accessible base cabinet with sink.Top mounted at 34", knee

clearance 27" min.6 Drinking fountain. mounted for toddler height7 New refrigerator. Provide connections. Appliances by owner.8 Casework Type H, storage cubbies, with coat hooks9 Casework Type C, Toddler height base cabinet with sink. Top @ 26" Maximun.10 Casework Type G2, tall storage cabinet.11 Casework Type E1, student computer stations, continuous table-top. Top mounted

at 30" ht., Knee clearance 27" min.Braced every 5'-0" OC.12 Marker board. 4'-0"x 8'-0". Provide blocking in wall.13 Tack board, 4'-0"x 4'-0". Provide blocking in wall.14 Casework Type F, Sewing stations, continuous table-top. Top mounted at 30" ht.,

Knee clearance 27" min. Braced every 3'-0" OC.15 Marker board, 4'-0"x 12'-0". Provide blocking in wall.16 Tack StriP/ Map rail. Re: Elevations. Re: Specs17 Casework Type G1, Teacher's Wardrobe.18 Casework Type E2, Toddler computer stations, continuous table-top. Top mounted

at 20" ht.19 Existing partial height wall20 Existing upper cabinets to remain in place21 Range hood, non ducted. Re: SPecs22 Fire extinguisher, re: Specs

GENERAL NOTES:

1. All marker boards and tack boards mounted at 3'-0" (bottom), unless otherwise noted.

2. All single tack strips mounted at 6' - 0" top strip and at 4' 0" for the lower strip.

3. Repair/ replace existing 5 1/2'" trim band in classrooms as required.

4. New scheduled wall base throughout all remodeled spaces.

'

7

3

6

4

6

2 8

9

1

6

11 12

13

3

7

12' - 0" 3' - 10" 12' - 0"

1010

6

12 11

6

2' -

10"

14

1

4' - 0"12' - 0" 2' - 0"4' - 0" 2' - 0"

10 10 10

6

6

310 10

6

4 5

6

4 138'

- 0"

Paint

CT-2

CT-1

CT-2(cove base)

4' -

0"

16

Paint

CT-2

CT-1

CT-2(cove base)

4' -

0"

8' -

0"

Light Switch mountedat 34" AFF

Paint

CT-2

CT-1

CT-2(cove base)

8' -

0"

4' -

0"

15

Paint

CT-2

CT-1

CT-2(cove base)

3' -

0"

7

6

13 6

10

7 44

6

13

1

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



As indicated

Author

Checker

INTERIORELEVATIONS

A8-02

1/4" = 1'-0"2

HEALTH SCIENCE LAB RM.2401INTERIOR ELEVATION-WEST

1/4" = 1'-0"1

HEALTH SCIENCE LAB RM.2401INTERIOR ELEVATION-SOUTH

1/4" = 1'-0"3

HEALTH SCIENCE LAB RM.2405INTERIOR ELEVATION-NORTH

1/4" = 1'-0"9

HEALTH SCIENCE LAB RM.2405INTERIOR ELEVATION- EAST

1/4" = 1'-0"10

HEALTH SCIENCE LAB RM.2405INTERIOR ELEVATION-SOUTH

1/4" = 1'-0"11

HEALTH SCIENCE LAB RM.2405INTERIOR ELEVATION -NORTH

1/4" = 1'-0"12

HEALTH SCIENCE LAB RM.2409INTERIOR ELEVATION-EAST

Keynote LegendKey

Number Description

1 Casework Type L, teacher workstation.2 Hospital bed. OFOI3 Casework Type E1, student computer stations, continuous table-top. Top mounted

at 30" ht., Knee clearance 27" min.Braced every 5'-0" OC.4 Tack board, 4'-0"x 4'-0". Provide blocking in wall.5 Marker board. 4'-0"x 8'-0". Provide blocking in wall.6 4" Rubber cove base7 Marker board, 4'-0"x 12'-0". Provide blocking in wall.8 Casework Type A, base cabinets. Counter top @ 34" ht9 Casework Type D, upper cabinet with locks. Bottom mounted at 4'-6"10 Tack StriP/ Map rail. Re: Elevations. Re: Specs11 Emergency eye/face wash sink12 Hand wash sink13 Casework Type G2, tall storage cabinet.14 New Compact Refrigerator. OFOI.15 Soap dispenser.16 Paper towel dispenser, surface mounted.

3/8" = 1'-0"14 Toddler Restroom-East Wall

3/8" = 1'-0"13 Toddler Restroom-North Wall

3/8" = 1'-0"15 Toddler Restroom- South Wall

3/8" = 1'-0"16 Toddler Restroom- West Wall 1/4" = 1'-0"6

HEALTH SCIENCE CLASSROOM RM.2411INTERIOR ELEVATION-NORTH

1/4" = 1'-0"7

HEALTH SCIENCE CLASSROOM RM.2411INTERIOR ELEVATION-SOUTH

1/4" = 1'-0"8

HEALTH SCIENCE CLASSROOM RM.2411INTERIOR ELEVATION -EAST

GENERAL NOTES:

1. All marker boards and tack boards mounted at 3'-0" (bottom), unless otherwise noted.

2. All single tack strips mounted at 6' - 0" top strip and at 4' 0" for the lower strip.

3. Repair/ replace existing 5 1/2'" trim band in classrooms as required.

4. New scheduled wall base throughout all remodeled spaces.

WH

DW

DW

Continuos countertopand backsplash

Adjustable shelf

0' -

4"

2' -

10"

0' -

4"

2' -

10"

0' -

4"

0' -

4"

Solid panels at back & sides

2' -

6"0'

- 1

1/2"

7' - 0"

0' - 2" EQ. EQ. 0' - 2"

2' -

6"4'

- 7"

Adjustable shelf

2' -

0"5'

- 1"

Adjustable shelf

0' -

4"

Continuous countertopand backsplash

KNEE SPACEKNEE SPACE

Grommets at top,typical

General Casework Notes

1. Field verify all dimensions and conditions.

2. Provide matching filler pieces scribed to abutting surfaces where cabinet is indicated to be abuttingadjacent surfaces or dissimilar materials or construction.

3. Close all perimeter joints between cabinets, countertops, splashes, sinks, trim, dissimilar materialsand finishes with sealant.

4. Finish all visible surfaces of cabinets, countertops, knee spaces, end panels, etc.

5. Scheduled room base finish to be applied continuously around all assembly items includingknee spaces, cabinets, and panels, toe-bards, etc.

6. It is the design intent that all door and drawer faces be flush with the face of filler panels and scribes.Provided filler panels, wall scribes, finished fur downs, and all other components flush with the faces

of doors and drawers.

7. Provide grommets, 3” diameter, unless otherwise noted in all plastic laminate countertops.

8. Dimensions indicated are nominal industry standards for manufactured wood or plastic laminatecabinets. Manufactured steel cabinets are similar.

9. Scribe countertops and backsplashes around columns as required for a continuous countertop.

10. All cabinets are to be plywood with plastic laminate unless noted otherwise.

11. Refer to Finish Schedule for cabinet and countertop finish materials.

2' -

2"0'

- 4"

0' -

4"

3' - 0"

Adjustable shelf

A B C D E1

F G1

L

H

BASE CABINET

0' -

1 1/

2"W36 H34 D24W30 H34 D24W24 H34 D24

ACCESSIBLE BASECABINET W/SINKW36 H34 D24

TODDLER BASECABINET W/SINK

W36 H26 D24

UPPER CABINETW36 H30 D14W30 H30 D14W24 H30 D14

UPPER CABINET AT SINKW36 H24 D14W30 H24 D14W24 H24 D14

2' -

6"

COMPUTER DESKW30 H30 D24 E2 COMPUTER DESK- TODDLER

W30 H20 D24

SEWING TABLEW36 H30 D24

0' -

4"

KNEE SPACE

Continuous countertopand backsplash

Grommets at top,typical

TEACHER WARDROBE

W36 H84 D24G2 STORAGE TALL BOY

W36 H84 D24

Adjustableshelves

Mirror at door

Closet rod

Legal size filedrawers

Keyed locksfor all teacherunits

7' -

0"

0' -

4"

Adjustableshelves

Double coat hooks,typical

2' -

8"

4' - 0"

1' - 3"

1' -

3"

TODDLER STORAGECUBBIES

TEACHER DESK FRONT

2' - 6"

2' -

6"

K FITTING ROOM BENCH

2' - 6" 1' - 6"

Brace

0' -

1 1/

2"

0' - 1 1/2"0'

- 1

1/2"

Adjustable metal legs2' - 6" O.C. for computer desks.3' - 0" O.C. for sewing tablesConfirm leg spacing & loads with Manufacturer.

Continuous 4" ht.backsplash

Cable Tray, Typical

Adjustable metallegs, typical 1'

- 8"

SIDE VIEW (E1, E2, F)

0' - 1"

0' -

9"

2' - 2"

Adjustable metal legs for supportwhere required if not braced at wall.

4' - 6"

Two drawers. Provide Keyedlocks for all.

Pencil drawer

TEACHER DESK BACK/SIDE

2' -

6"

4' -

6 1/

4"

VCT-2

VCT-1

PLAM-3

PLAM-2

PLAM-2

PLAM-2

PLAM-3

VCT-2

VCT-1

PLAM-3

Match ExistingCabinets

PLAM-1

PLAM-1

PLAM-1

Existing KitchenSet-Up to Remain

VCT-1

VCT-1

VCT-1

VCT-1 VCT-1

PLAM-1

PLAM-2 PLAM-2

PLAM-3

PLAM-1

VCT-1

VCT-2 VCT-2

VCT-1

PLAM-2

PLAM-1

PLAM-3

PLAM-2

PLAM-1

VCT-2

VCT-1

PLAM-2

PLAM-3

PLAM-1

PLAM-2

PLAM-1

PLAM-1

VCT-2VCT-1

PLAM-2

PLAM-3

AT

TS

XETE FO

SA

REG

IS

TERED ARCHITEC

TN

1 9 3 8 6

OS

IRRAHB.

SE

MA J

-11-0804

III


Checked By:

Drawn By:

Sheet Name/Number:

Project Team:

Issue / Revisions:

Project Name:

Plot Date:





SCALE:




Owner:

Structural:

MEP:




100% DD Issue Jan 31, 2011

04/08/2011

75% CD March 21, 2011



As indicated

Author

Checker

CASEWORK &FINISHES

A9-01

1/2" = 1'-0"6 Casework

FINISH SCHEDULENumber Name Floor Field Floor Accent Base Finish Wall Field Wall Accent Ceiling Finish Cabinet Counter top Misc. Notes

506 ECD LAB VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM506A NEW OFFICE VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM506B STORAGE VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM506C RESTROOM Ceramic Tile Ceramic Tile Ceramic Tile Zolatone Paint,

Ceramic TileZolatone Paint,CeramicTile

2x2 Acoustical Tile

511 APPAREL LAB VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM511C FITTING VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM511D STORAGE VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM2401 HEALTH SCIENCE LAB VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM Cubicle Curtain2401A STRG. VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM2405 HEALTH SCIENCE LAB VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM2407 STORAGE VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM2409 HEALTH SCIENCE LAB VCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM2411 HEALTH SCIENCE

CLASSROOMVCT VCT 4" Rubber Zolatone Paint Zolatone Paint 2x2 Acoustical Tile PLAM PLAM

1/8" = 1'-0"1 Finishes at ECD and Apparel Labs

1/8" = 1'-0"h Finishes at the Health Science Laboratories

FINISH LEGEND

CATEGORY SYMBOL GENERAL AREA MANUFACTURER PRODUCTPRODUCT # /

STYLE COLOR SIZE NOTES

Acoustical ACT-1 Ceilings Certainteed Fissured white 2'x2'x 5/8" standard white ceiling grid. Re: Specs

Laminates Plam-1 Casework Formica StandardLaminate

7737-58 Natural Cherry Matte Finish

Plam-2 Countertops Formica StandardLaminate

503-58 Stone Grafix Matte Finish

Plam-3 Countertops Formica StandardLaminate

7018-58 Navy Grafix Matte Finish

Paint PT-1 Walls Zolatone Polomyx PLX-01202 Large multicolor specs - controlled by installerPT-2 Trim band For exisiting trim band in rooms. Match existingPT-3 Door Frames Match existing

Resilient Flooring VCT-1 Floors Azrock CortinaClassics

V-789 Windrift 12"x12"

VCT-2 Floors Azrock CortinaClassics

V-887 Denim 12"x12"

Wall base WB-1 Johnsonite Rubber 1/8" 167 A Fudge 4"

Tile T-1 RR Floor Daltile Keystones D317 Biscuit 2"x2"T-2 RR Wall wainscot Daltile Ceramic Tile K775 MT Biscuit 4"x4"T-3 RR Wall wainscot Daltile Ceramic Tile Q012 Mustard 4"x4"

Grout GR-1 RR Floor Submittal to be approved by Architect

Masonry CMU-1 Walls * * * * 6"x 8"x16" * Match existing finish/color. Submittal to beapproved by Architect.

BRK-1 Walls * Glazed brick * * Modular* * Match existing finish/color. Submittal to beapproved by Architect.

Miscelaneous:Cubicle track TRK-1 Health Science C/S Group Surface

mountedWhite Also in radius sections. Re: Drawings & Specs

Cubicle curtain CRTN-1 Health Science C/S Group Cubicle curtain 1475/Oxford 43/Gull Flame Retardant. Re: SpecsCorner Guards CG-1 Walls C/S Acrovyn LG Series LG150 Clear 1.5" Re: SpecsMarker Boards MB Walls Claridge LCS Deluxe

with map railLCS2412R white 4' x 12' 5/8" face trim satin anodize finish. Re: Specs

Tack Boards TB Walls Claridge Fabricork 844 F KE592Gentleman Grey

4' x 4' 5/8" face trim satin anodize finish. Re: Specs

Tack Strips TS Walls Claridge Map rail CMR94-4 1111 Smoke cork 4'-0" Re: SpecsDisplay case back panels Display case Claridge Fabricork KE592

Gentleman GreyDisplay cases Corridor Claridge * * * Re: Drawings and Specs

Note: OFOI Furniture shown with dashed lines.

issue for bid - aldine isd...project location mep1.0 site plan m1.1 mechanical first floor plans...

Documents