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REGISTRATION NUMBER: 1 5 3 3 1

ARCHITECT

LANDSCAPE ARCHITECT

STRUCTURAL

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GENERAL CONTRACTOR

M E P

METAL BUILDING MANUFACTURER

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UPDATED CONSTRUCTION SET

MAINTENANCE SHOP BLDG

GLENWOOD CEMETERY2555 WASHINGTON AVEHOUSTON, TEXAS 77007

SWA GROUP

PINNACLE STRUCTURAL ENGINEERSBROWN & GAY ENGINEERS, INC.DREYFUS CONSTRUCTION CO.

TELIOS

DILLON KYLE ARCHITECTS

WHIRLWIND STEEL BUILDINGS, INC.

12/27

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ABBREVIATIONSSYMBOLS& AND ∠ ANGLE CENTERLINE° DEGREESØ DIAMETER(e) EXISTING± TOLERANCE

A AC AIR CONDITIONINGADA AMERICANS WITH DISABILTIY ACTADJ ADJACENT, ADJUSTABLEAFF ABOVE FINISHED FLOORALT NO ALTERNATE NUMBERAL, ALUM ALUMINUMAPPROX APPROXIMATEARCH ARCHITECTURAL AV AUDIO/VISUAL

BBAS BUILDING AUTOMATION SYSTEMBD BOARD BFF BELOW FINISH FLOORBIT BITUMINOUS BLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLKT BLANKETBM BEAM BOS BOTTOM OF STEELBOW BOTTOM OF WALLBRKT BRACKET BOT BOTTOMBP BREAK POINTBTU BRITISH THERMAL UNITBU BUILT-UPBUR BUILT-UP ROOFING

CCAB CABINETCATV CABLE TELEVISIONCD CONTROL DIMENSIONCF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLEDCF/OI CONTRACTOR FURNISHED/OWNER

INSTALLED CI CAST IRONCIP CAST-IN-PLACECJ CONSTRUCTION JOINTCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLG HT CEILING HEIGHTCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERCO CASED OPENING / CLEAN OUTCOL COLUMNCOMM COMMUNICATIONCONC CONCRETECOND CONDITIONCONN CONNECTIONCONSTR CONSTRUCTION CONT CONTINUE OR CONTINUOUSCOORD COORDINATECORR CORRIDORCOV COVERCPT CARPETCR CLOSET RODCSMT CASEMENTCSWK CASEWORKCT CERAMIC TILECTB CERAMIC TILE BASECTF CERAMIC TILE FLOORCTR CENTERCTRL CONTROLCU CUBICCU FT CUBIC FEETCW CLOCKWISECWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLY

DD DRYERDBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDIA DIAMETERDIAG DIAGONALDIFF DIFFERENCEDIM DIMENSIONDISP DISPENSER / DISPOSALDIST DISTANCEDIV DIVIDEDMPF DAMP-PROOFINGDN DOWNDR DOORDS DOWNSPOUTDW DISHWASHERDWG. DRAWINGDWR DRAWER

EEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATORENG ENGINEERENCL ENCLOSUREEOS EDGE OF SLABEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTESMT EASEMENT EW EACH WAYEWC ELECTRIC WATER COOLEREXH EXHAUSTEXISTG EXISTINGEXP EXPANSIONEXPO EXPOSEDEXT EXTERIOR

FFA FIRE ALARMFAU FORCED AIR UNITFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDTN FOUNDATIONFF FINISH FLOORFG FINISH GRADE FIN FINISHFL , FLR FLOORFLUOR FLUORESCENT FO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFP FIREPLACEFPHB FROST PROOF HOSE BIBBFRMG FRAMINGFSP FIRE STANDPIPEFT FEETFT FOOTFTG FOOTING

GG GASGA GAGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGD GARBAGE DISPOSALGFCI GROUND FAULT CIRCUIT

INTERRUPTERGFI GROUND FAULT INTERRUPTERGFRC GLASS FIBER REINFORCED

GYPSUMGL GLASSGL BLK GLASS BLOCKGLU LAM GLUED-LAMINATED WOODGRTG GRATINGGSM GALVANIZED SHEET METALGYP BD GYPSUM BOARD

HHAZ MAT HAZARDOUS MATERIALHB HOSE BIBBHC HOLLOW COREHD HEADHDR HEADERHDWR HARDWARE HNDRL HANDRAILHR HOURHT HEIGHTHTG HEATINGHVAC HEATING, VENTILATION AND AIR

CONDITIONING.

IID IDENTIFICATIONID INSIDE DIAMETERIFS INSIDE FACE OF STUDINSUL INSULATIONINSUL PNL INSULATED METAL PANELINT INTERIORIR INSIDE RADIUS

JJAN JANITORJ-BOX JUNCTION BOXJT JOINT

KKIT. KITCHEN LL LENGTHL&P LATH AND PLASTERLAM LAMINATELAV LAVATORYLDG LANDINGLKR LOCKERLL GB LEAD-LINED GYPSUM BOARDLP LIGHT POLELT LIGHTLTNG LIGHTNINGLWC LIGHTWEIGHT CONCRETE

MMANUF MANUFACTURERMATL MATERIALMAX MAXIMUMMC MEDICINE CABINETMD METAL DECKMECH MECHANICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMH MANHOLEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSML&P METAL LATH & PLASTERMLWK MILLWORKMO MASONRY OPENINGMOD BIT MODIFIED BITUMENMR MOISTURE RESISTANTMS MOP SINKMTD MOUNTEDMTL METALMULL MULLIONMULT MULTIPLE

NNA NOT APPLICABLENIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OOA OVERALLOC ON CENTEROCC OCCUPANT / OCCUPANCYOD OUTSIDE DIAMETER/OUTSIDE DIMENSION

OPH OPPOSITE HANDOPNG OPENINGOPT OPTIONALOV OVEN

PPBD PARTICLEBOARDPCP PORTLAND CEMENT PLASTERPERF PERFORATEDPKG PACKAGEPL PLATE / PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLWD PLYWOODPNL PANELPOL POLISHEDPR PAIRPRCST PRECASTPRCT PRECUTPRKG PARKINGPT PAINT / PRESSURE TREATEDPTD PAPER TOWEL DISPENSERPTN PARTITION

QQTY. QUANTITYQ.T. QUARRY TILE

RR RADIUSRAD RADIUSRAG RETURN AIR GRILLRB RUBBER BASERCP REFLECTED CEILING PLANRD ROOF DRAINREF REFRIGERATORREINF REINFORCEDREQD REQUIREDREV REVISIONRFS ROOM FINISH SCHEDULERGTR REGISTERRH, RB HK ROBE HOOKRL ROOF LEADERRM ROOMRO ROUGH OPENINGRT RIGHTRWD REDWOODRWL RAIN WATER LEADER

SS SPRINKLERSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESCP SCUPPERSD SMOKE DETECTORSECT SECTIONSF SQUARE FOOTSHT SHEETSHTG SHEATHINGSHV SHELVINGSIM SIMILARSLNT SEALANTSND SANITARY NAPKIN DISPENSERSP, SPKR SPEAKERSPEC SPECIFICATIONSS STAINLESS STEELSTC SOUND TRANSMISSION CLASSSTD STAINEDSTL STEELSTOR STORAGESTRUC STRUCTURALSUSP SUSPENDSUSP CLG SUSPENDED CEILINGSYP SOUTHERN YELLOW PINES&R SHELF AND ROD

TTB TOWEL BARTC TOP OF CURBTD TOWEL DISPENSERTEL TELEPHONETHK THICKTHROUGH THROUGH TO TOP OFTN TOE NAILToC TOP OF CONCRETEToP TOP OF PLATEToS TOP OF SLABTP TELEPHONE POLE / TOP OF

PAVINGTSTAT THERMOSTATTW TOP OF WALLTYP TYPICALT&G TONGUE AND GROOVE

UUNF UNFINISHEDUNO / UON UNLESS NOTED OTHERWISE

VVCT VINYL COMPOSITION TILEVEST VESTIBULEVIF VERIFY IN FIELDVRFY VERIFYVTR VENT THROUGH ROOFVWC VINYL WALL COVERING

WW WASHERW/ WITHWD WOODWF WIDE FLANGEWH WATER HEATERWP WORKING POINTWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICW/O WITHOUT

GENERAL MARKS

CENTER LINE

DOOR MARK

DATUM

REVISION MARK - AREA AND NUMBER

SPOT ELEVATION

THRESHOLD

WINDOW MARK

INTERIORELEVATION

DETAIL MARK

SECTION MARK

EXTERIOR ELEVATION

DIMENSION TO CENTER LINE

DIMENSION TO FINISH SURFACE

A-1.1

3

4

1

2

3

A-1.1

A-1.1

A-1.1

3

3

2

100

6' - 4"

1'-0"

1'-0"

1

BREAK LINE

WALL SECTION? ?/

?

NORTH

NORTH ARROW

??

ROOM TAG

EQUIPMENT / KEYED TAG

STRUCTURAL GRID ANNOTATION???

ENLARGED PLAN / DETAILREFERENCE

AA WALL / STOREFRONT TAG

NAME123

PROJECT SITE2555 WASHINGTON AVENUEKEY MAP: 493 JVICINITY MAP

WOOD

ALUMINUM

STEEL

EARTH

GYPSUM - PLASTER

MASONRY - CONCRETEBLOCK

RIGID INSULATION

BATT INSULATION

PLYWOOD

CONCRETE

MATERIAL SYMBOLS

FLOOD MAP

PROJECT SITE:2555 WASHINGTON AVENUE

HOUSTON TEXAS 77007SCOPE OF PROJECT IS OUTSIDE THE FLOOD

HAZARD AREA LOCATED ON THE REST OF THEPROPERTY.

SEE CIVIL DRAWINGS FOR MORE INFORMATION.

AT

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1 5 3 31

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S H E E T N U M B E R :

S H E E T C O N T E N T S :

P R O J E C T I N F O R M A T I O N :

REGISTRATION NUMBER: 1 5 3 3 1

COPYRIGHT INFORMATION:These drawings and specifications are copyrighted. They are and shallremain the property of Dillon Kyle Architecture, Inc. They are not to be usedon other projects or extension to this project except by agreement in writingand with appropriate compensation to Dillon Kyle Architecture, Inc. Thecontractor is responsible for confirming and correlating dimensions at the jobsite. The architect will not be responsible for construction means, methods,techniques, or procedures, or for the safety precautions and programs inconnection with the project. Copyright 2017, Dillon Kyle Architecture, Inc.

Dillo

n Kyle

Arch

itects

Plott

ed:

26 21 16 11 6 1

30 25 20 15 10 5

713.520.8792

1500 W ALABAMAHOUSTON, TEXAS 77006

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INDEX, PROJECTINFORMATION & NOTES

G001

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CLIENT

PROJECT NAME

PROJECT DESCRIPTION:

PROJECT ADDRESS

GENERALDESCRIPTION:

INTERIOR SCOPE:

BUILDING ENVELOPESCOPE:

SITE SCOPE:

GLENWOOD CEMETERY

MAINTENANCE SHOP BLDG

GLENWOOD CEMETERY2555 WASHINGTON AVEHOUSTON, TEXAS 77007

NEW PRE-MANUFACTURED METAL BUILDING W/ OFFICE AND LOCKERROOMS AND STORAGE.

CONDITIONED OFFICE SPACE & LOCKER ROOMS

METAL PANEL @ WALLS AND ROOF

SEE PROJECT AREA/SCOPE

*REFER TO SHEET G002 FOR CODE INFORMATION

GENERAL NOTES - GENERAL CONTRACTOR17 ALL FINISH & CONSTRUCTION MATERIALS USED SHALL MEET MINIMUM REQUIRED

FIRE CLASS & SMOKE RATINGS; SEE SHEET G002 FOR SPECIFIC INFORMATION18 MANUFACTURED MATERIALS, EQUIPMENT, ETC. SPECIFIED FOR THIS CONTRACT

SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS UNLESS NOTED OTHERWISE.

19 ALL REQUESTS FOR SUBSTITUTIONS OF ANY ITEMS SPECIFIED SHALL BE SUBMITTEDIN WRITING TO THE ARCHITECT AND SHALL BE CONSIDERED ONLY IF BETTERSERVICE FACILITIES, MORE ADVANTAGEOUS DELIVERY DATE, OR A LESSER PRICEWITH A CREDIT TO THE OWNER WILL BE PROVIDED WITHOUT SACRIFICING QUALITY,APPEARANCE, AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECTBE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR ISNOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED.

20 "TYPICAL" MEANS IDENTICAL COMPLETE SYSTEM SHALL BE PROVIDED FOR EACHOCCURRENCE OF THE CONDITION NOTED.

21 SIMILAR OR "SIM" MEANS A COMPLETE SYSTEM AND COMPONENTS SHALL BEPROVIDED COMPARABLE TO CHARACTERISTICS FOR THE CONDITION NOTED.

22 "AS REQUIRED" INDICATES ALL COMPONENTS REQUIRED TO COMPLETE THE NOTEDSYSTEM AS INDICATED IN THE PROJECT DOCUMENTS SHALL BE REQUIRED.

23 "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF SCHEDULEDMATERIALS IN A STRAIGHT, TRUE AND PLUMB RELATION TO ADJACENT MATERIALS.

24 ALIGNMENT OF PARTITIONS AND SCHEDULED FINISHES SHALL BE STRAIGHT, TRUE &PLUMB, THE PRIORITY FOR DIMENSIONS SHALL BE IN THE FOLLOWING ORDER:A. MIN DIMENSION FOR ACCESSIBILITY CLEARANCE & BUILDING CODEREQUIREMENT.B. LARGE SCALE DETAILSC. SMALL SCALE DETAILSD. ENLARGED VIEWS, FLOOR PLANS AND ELEVATIONS.

25 COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.26 ALL WORK WITH NOISE PRODUCING, OR DISRUPTIVE EQUIPMENT NEAR OCCUPIED

AREAS OF THE SITE IS SUBJECT TO COORDINATION WITH THE OWNER'S PROJECTMANAGER ON SITE.

27 ALL WORK TO BE DONE AFTER HOURS TO BE COORDINATED WITH PROPERTYMANAGEMENT.

28 PROVIDE BACKING AND BLOCKING FOR ALL CABINETS, SHELVING, BATHACCESSORIES, FUTURE GRAB BARS, AND OWNER SUPPLIED LIGHTING. CONFIRMGRAB BAR LOCATIONS WITH ARCHITECT BEFORE COVER.

29 VERIFY LOCATION OF ALL PLUMBING FIXTURES WITH INTERIOR ELEVATIONS.30 UPON OWNERS REQUEST THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES

OF AS-BUILT DRAWINGS UPON COMPLETION OF WORK. ALL WARRANTIES SHALL BEFORWARDED UPON COMPLETION OF THE JOB.

31 ALL PLAN VIEWS ASSUMED TO BE TAKEN @ 4'-0" ABOVE SLAB OR DECK.32 DIMENSIONS ARE SHOWN ON THE PLANS. DO NOT SCALE OFF OF THE DRAWINGS.

ALL DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID,FACE OF CONCRETE, OR FACE OF SCHEDULED PARTITIONS UNLESS NOTEDOTHERWISE. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED MATERIALFACE.

33 ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF CONCRETE SLAB UNLESSNOTED OTHERWISE.

34 THE CONTRACTOR SHALL KEEP THE WORK IN A CLEAN AND ORDERLY FASHION ATALL TIMES DURING CONSTRUCTION. UPON COMPLETION OF EACH STAGE, LEAVEALL WORK AREAS AND FINISHED SPACES "BROOM CLEAN" AND IN ACCEPTABLECONDITION. UPON COMPLETION OF THE WORK PROJECT SHALL BE TURNED OVERTO OWNER IN A "FINAL CLEAN" CONDITION.

GENERAL NOTES - GENERAL CONTRACTOR1 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION OF THE WORK AND

FOR ENSURING THE WORK IS IN CONFORMANCE WITH THE DESIGN INTENT ASINDICICATED IN THE CONSTRUCTION DOCUMENTS.

2 THE DRAWINGS & SPECIFICATIONS EXPLAIN THE INTENT AND OVERALL SCOPE OFTHE WORK SO THAT ANY PORTION OF THE WORK SHOWN ON THE DRAWINGS ANDDESCRIBED IN THE SPECIFICATIONS OR VICE VERSA,IS TO BE EXECUTED THE SAME.

3 THE ARCHITECT SHALL BE THE PRIMARY SOURCE FOR INFORMATION REGARDINGEACH DISCIPLINE, IE: ARCHITECTURAL, CIVIL, ELECTRICAL, STRUCTURAL, ETC.

4 THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND BASE HIS BIDON THE EXISTING CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECTPROMPTLY OF ANY DISCREPANCIES IN THE FIELD CONDITIONS OR DIMENSIONSPRIOR TO SUBMITTING HIS BID.

5 THE CONTRACTOR SHALL REVIEW ALL ARCHITECTURE AND ENGINEER DRAWINGS &SPECIFICATIONS AND IDENTIFY ANY CONFLICTS OR DISCREPANCIES BETWEENTHEM. THE CONTRACTOR SHALL NOTIFY THE ARCHIECT OF ANY DISCREPANCIES.THE CONTRACTOR SHALL ENSURE THAT EACH SUB-CONTRACTOR HAS REVIEWEDTHE COMPLETE SET OF CONTRACT DOCUMENTS. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND SUBCONTRACTORWORK.

6 THE CONTRACTOR WILL BRING ANY ERRORS OR OMISSIONS FOUND IN THIS SET OFDRAWINGS OR THE SPECIFICATIONS TO THE ATTENTION OF THE ARCHITECTIMMEDIATELY.

7 ALL WORK SHALL CONFORM TO THE APPLICABLE PORTIONS OF THESPECIFICATIONS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL NOTIFYTHE ARCHITECT OF DISCREPANCIES BETWEEN THE DRAWINGS AND THESPECIFICATIONS PRIOR TO PROCEEDING WITH CONSTRUCTION.

8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS ANDWORKMANSHIP IN ACCORDANCE WITH ALL APPLICABLE HEALTH AND SAFETYREQUIREMENTS, BUILDING CODES, AND ORDINANCES.

9 THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT, FIXTURES, ETC.SHOWN ON THE PLAN UNLESS NOTED OTHERWISE.

10 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES AS REQUIRED BYTHE SPECIFICATIONS.

11 CONTRACTOR TO SUBMIT A SEQUENCE OF WORK FOR APPROVAL.12 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING PERMIT, INSPECTION AND

REQUIRED MATERIAL TESTS. THE OWNER SHALL PAY FOR THE INITIAL DEPOSIT FORPLAN REVIEW FEES, TDLR FEES AND 3RD PARTY INSPECTIONS AND ANY OTHERFEES REQUIRED FOR THE PROJECT.

13 CONTRACTOR IS TO WORK WITHIIN THE AREA BOUNDARIES INDICATED IN THECONSTRUCTION DOCUMENTS. THERE IS TO BE NO DISTURBANCE TO ADJACENTAREAS DURING CONSTRUCTION AND THE CONTRACTOR SHALL REPAIR OR REPLACEANY DAMAGE OR INJURY AT NO COST TO THE OWNER. THE CONTRACTOR ASSUMESALL RISKS OF DAMAGE TO OR FAILURE OF THE WORK DURING CONSTRUCTION

14 CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ALL CLAIMS FORADDITIONAL WORK AT THE TIME THEY ARISE. ALL CLAIMS MUST BE SUBMITTED INWRITING WITHIN 7 DAYS OF OCCURRENCE, IF NOT FILED WITHIN THE TIME FRAMECLAIMS WILL NOT BE ALLOWED.

15 CONTRACTOR SHALL ENSURE ALL TRADES AND SUBCONTRACTORS ARE WORKINGWITH COMPLETE AND MOST RECENT DRAWING ISSUES, AND THAT SETS ARE NOTBROKEN APRT DURING OPERATIONS IN THE FIELD. THE CONTRACTOR ISRESPONSIBLE FOR INFORMATION CONTAINED WITH THE DRAWING SET ANDSUBSEQUENT REVISIONS.

16 ALL MATERIALS USED FOR NEW CONSTRUCTION INCLUDING, BUT NOT LIMITED TO:INSULATION, ADHESIVES, COATINGS, ETCETERA; SHALL BE ENTIRELY FREE FROMASBESTOS.

DRAWING LIST

SHEET # SHEET NAME SCHE

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GENERALG001 INDEX, PROJECT INFORMATION & NOTES X X X XG002 CODE SHEET / LIFE-SAFETY PLAN X X X X XG003 PARTITION TYPES / FIRE RESISTANCE ASSEMBLY RATING X X X X X

SURVEY- SURVEY X

CIVILC0 COVER SHEET XC0.1 HARRIS COUNTY REVIEW SHEET X XC1.00 GENERAL CONSTRUCTION NOTES X X XC2.00 OVERALL PLAN X X X XC3.00 DEMOLITION PLAN X X XC4.00 DIMENSION CONTROL PLAN X X X XC5.00 GRADING PLAN X X X XC6.00 WATER LINE LAYOUT X X XC7.00 SANITARY SEWER LAYOUT X X X XC8.00 STORM SEWER LAYOUT X X X XC8.10 STORM SEWER OVERALL LAYOUT AND OUTFALL X X X XC9.00 DRAINAGE AREA MAP AND CALCULATIONS X X XC10.00 PAVING PLAN X X X XC11.00 STORM WATER POLLUTION PREVENTION PLAN X X XC12.00 WATER LINE AND PAVING DETAILS X X XC13.00 SANITARY SEWER DETAILS X X X XC14.00 STORM SEWER DETAILS X X X XC15.00 STORM WATER DETENTION DETAILS X X XC15.10 STORM WATER DETENTION DETAILS X XC16.00 STORM WATER QUALITY DETAILS X X XC17.00 STORM WATER POLLUTION PREVENTION PLAN DETAILS X X XC18.00 PAVING DETAILS X X

LANDSCAPEG0.00 KEY MAP X X XG0.01 CONSTRUCTION NOTES & ABBREVIATIONS X X XG0.02 TREE MITIGATION PLAN X X XG0.03 TREE MITIGATION TABLES X X XG0.04 ACCESS CONTROL GATES PLAN XG0.05 ACCESS CONTROL GATES ENLARGEMENT PLAN XL1.01 TREE PROTECTION PLAN X X XL1.02 TREE PROTECTION DETAILS X X XL2.01 GRADING & DRAINAGE PLAN X X X XL3.01 DRAINAGE DETAILS X X XL4.00 MATERIAL SCHEDULE X X X XL4.01 LAYOUT PLAN X X X XL5.01 HARDSCAPE DETAILS X X X XL5.02 HARDSCAPE DETAILS X X XL5.03 HARDSCAPE DETAILS X X XL5.04 HARDSCAPE DETAILS X XL5.05 HARDSCAPE DETAILS X XL5.06 HARDSCAPE DETAILS X XL5.07 HARDSCAPE DETAILS X XL5.08 HARDSCAPE DETAILS XL5.09 LIGHTING SPECIFICATIONS X X XL6.00 PLANTING SCHEDULE X X XL6.01 PLANTING PLAN X X X XL7.01 PLANTING DETAILS X X XLS-1.01 CONSTRUCTION AND INSPECTION REQUIREMENTS X XLS-2.01 PLAN VIEW X XLS-3.01 ELEVATION VIEW X XLS-3.02 ELEVATION VIEW X XLS-3.03 ELEVATION VIEW X XLS-4.01 CROSS SECTIONS X XLS-5.01 DETAILS X XLS-5.02 DETAILS X X

STRUCTURALS101 GENERAL NOTES X XS201 PARTIAL FOUNDATION PLAN X XS202 PARTIAL FOUNDATION PLAN X XS301 FOUNDATION DETAILS X XS302 FOUNDATION DETAILS X XSL1.01 GENERAL NOTES X XSL2.01 SITE FOUNDATION PLAN AND DETAILS X XSL3.01 SITE FOUNDATION PLAN AND DETAILS X X

ARCHITECTUREA001 SITE PLAN X X X X X XA100 FORM PLAN X X X XA100B SLAB DETAILS X XA101 OVERALL FLOOR PLAN X X X XA102 FLOOR PLANS-1/8" X X X X X XA103 ENLARGED PLAN @ OFFICES / BREAK ROOM X X XA105 ELECTRICAL AND DATA LOCATION PLAN X X X XA110 REFLECTED CEILING PLANS X X X XA112 ROOF PLAN X X X XA201 EXTERIOR ELEVATIONS X X X XA202 EXTERIOR ELEVATIONS X X X X X XA301 BUILDING SECTIONS X X X X X XA350 WALL SECTIONS X X X XA351 WALL SECTIONS X X X XA401 PLAN DETAILS X X X XA601 SCHEDULES X X X X X XA602 OPENING DETAILS X X X XA603 TYPICAL DETAILS X X X XA701 INTERIOR ELEVATIONS X X X XA702 INTERIOR ELEVATIONS X X X XA703 INTERIOR ELEVATIONS X X XA801 MILLWORK DETAILS X X X X

MEPMEP-100 MEP SYMBOLS & LEGENDS X X X XMEP-101 MEP SITE PLAN X X XM-201 MECHANICAL PLAN X X X XM-301 MECHANICAL DETAILS X X XM-401 MECHANICAL SCHEDULES X X X XE-201 ELECTRICAL LIGHTING PLAN X X X XE-202 ELECTRICAL POWER PLAN X X X XE-401 ELECTRICAL RISER DIAGRAM X X X X XE-402 ELECTRICAL SCHEDULES X X X XE-501 ELECTRICAL DETAILS X X XE-502 ELECTRICAL DETAILS X XP-200 PLUMBING UNDERFLOOR PLAN X X X XP-201 PLUMBING PLAN X X XP-401 PLUMBING DETAILS X X XP-501 PLUMBING SCHEDULES X X X XP-601 PLUMBING RISER DIAGRAM X X X

PROJECTNORTH

EAST

WEST

MAT

CH

LIN

E

KEYPLAN

ISSUES / REVISIONS

REV. DESCRIPTION DATED GCI BOARD MEETING 02/21/2017E PRELIMINARY PRICING SET 2 04/17/2017F FOR PERMIT AND CONSTRUCTION 09/18/20172 PLAN CHECK COMMENT RESPONSE #1 10/27/20174 UPDATED CONSTRUCTION SET 12/27/2017

WPGFI

JJ

WPGFI

JJJJ

EXIT ACCESS TRAVEL DISTANCE (IBC 2012, SEC. 1016)

EXIT SIGNS / EGRESS ILLUMINATION (IBC 2012, SEC. 1006 & 1011 )

REQUIRED AND SHOWN ON SHEET MEP DRAWINGS

BUILDING PLANNING & DESCRIPTION

OCCUPANCY TYPE AND LOADMEANS OF EGRESS

FIRE-RESISTANCE RATED CONSTRUCTION

HIGH PILED STORAGE

INTERIOR FINISH

HAZARDOUS MATERIALS

FLOOD

PARKING / SITE PLAN

SITE WORK:1. SQ FT OF INCREASED PAVING WITHIN PROPERTY LINE SEE CIVIL DRAWNGS..2. LINEAR FEET OF NEW ROW SIDEWALK SEE LANDSCAPE/CIVIL DRAWINGS.3. NUMBER OF NEW/REPLACED DRIVEWAYS. SEE LANDSCAPE/CIVIL DRAWINGS.4. NUMBER OF NEW ROW RAMPS SEE LANDSCAPE/CIVIL DRAWINGS.5. LINEAR FT OF NEW ROW CURBS SEE LANDSCAPE/CIVIL DRAWINGS.

MODEL CODES FOR PROJECT

(REF. TABLE 1505. 1, IBC 2012)

( REF. TABLE 602 IBC-2012)

IBC 2012, CHAPTER 5, SECTION 508

IFC 2012, CHAPTER 23

IFC 2012, CHAPTER 27

FIRE SEPARATION DISTANCE (FSD) (FEET)

NORTH SOUTH EAST WEST

MAX. TRAVEL DISTANCE TRAVEL DISTANCEOCCUPANCY TYPE

PHYSICAL ADDRESS:BUILDING NAME:

MIXED OCCUPANCY

SEPARATED USE

NON-SEPARATED

NEW CONSTRUCTION

SINGLE OCCUPANCY

BLDG. LENGTH BLDG. WIDTH

TYPE OF CONSTRUCTION: (IBC 2012, CHAPTER 5, 6, TABLE 503)

FOR DETAILS OF FIRE BARRIERS MEETING HORIZONTAL WALLS AND ROOF DECKS (SEE 707.5, FIG 707.5 IN IBC 2012)CONSTRUCTION TYPE II-B

IBC 2012, CHAPTER 8PER SECTION 803 AND TABLE 803.9

AUTOMATIC FIRE EXTINGUISHING SYSTEM REDUCTION CLAIMED:

*** THIS BUILDING IS DESIGNED FOR THE INTENT OF HIGH PILESTORAGE. IF YES, THEN PROVIDE HIGH PILED STORAGE FORM

ROOF COVERING CLASSIFICATION: REQUIRED

OCCUPANCYGROUP

EXITS ENCLOSURES,EXIT PASSAGEWAYS CORRIDORS

ROOMS ANDENCLOSED SPACES SHOWN ON SHEET

A B C

ATRIUM(S)?SEPARATION - PER IBC 404.5

SMOKE CONTROL PER IBC 404.1

ASSEMBLY SEATING ?YES

SUBSTANTIAL IMPROVEMENT

THERE ARE NO OPENINGS IN FIRE BARRIER

c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. In determining theapplicable requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardlessof the group classification of the building or structure.(crown molding, chair rail, baseboard, door, window trim, etc. - PER SECTION 806

BUILDING NUMBER: OF

IS THIS A HIGH RISE BLDG?

ANY FUEL STORAGE TANKS?

IS THIS A COVERED MALL?

IS THIS AN UNDERGROUND BLDG?

IS THIS AN AIRCRAFT RELATED BLDG ?

NO

MEDICAL GAS PER 5306 IFC 2012?

STAIRWELLS

ELEVATOR SHAFTS

FIRE RATED DOORS (Table 716.5)

FIRE PARTITION (Section 708)

FIRE BARRIER (Section 707)

FIRE WALL (Section 706)

IS THIS A MOTOR VEHICLE RELATED BLDG?

B B C C G002

IS THERE AN INCREASE IN PARKING?

HAS A SITE SURVEY/PLAN WITH APPROVED UTILITY EASEMENTS AND SETBACK LINES BEEN INCLUDED?

NUMBER OF PARKING SPACES MEETS MINIMUM REQUIREMENTS

NUMBER OF TREES MEETS MINIMUM LANDSCAPE REQUIREMENTS (SEE ATTACHED FORM)

IBC 2012, CHAPTER 10

PROVIDED

OCCUPANCY AREA:OCCUPANT TYPE:

NOTE: REFER TO LIFE SAFETY/EGRESS PLAN SHEET G-0002 ROOM USES

SHELL BUILDING

CHANGE OF OCCUPANCYLEASE SPACE BUILD-OUT

OTHER:____________________

IBC 2012, CHAPTER 3/ IFC 2012, CHAPTER 2IBC 2012, CHAPTER 10, T1004.1.1

SHEET #

CORRIDORS (TABLE 1018.1)

IS THE PROJECT SITE LOCATED IN A FLOOD PLAIN (FLOOD MAP IS LOCATED ON SHEET G001)

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

YES NO

SPECIAL CONDITIONS

YES NO

YES NO

2016 CITY OF HOUSTON CONSTRUCTION CODE

BUILDING CODE:

ENERGY CODE:

MECHANICAL CODE:

FIRE CODE:

ELECTRIC CODE:

PLUMBING CODE:

ACCESSIBILITY CODE:

MAXIMUM HEIGHT OF COMMODITY: ____________________________________YES NO

HIGH PILED STORAGE RACK LAYOUT/ELEVATIONS, CODE ANALYSIS, ETC. SHOWN ON:____________________

YES NO

SEPTIC SYSTEM? IS THIS A SPECIAL AMUSEMENT BLDG?YES NO YES NO

X

X

X

X

B 200* WITHOUT SPRINKLER 41' (max) G002

X

X

X

X

B

X

XX

X

X

X

X

X

X

X

X

2012 INTERNATIONAL BUILDING CODE w/ HOUSTON AMENDMENTS

2015 INTERNATIONAL ENERGY CONSERVATION CODE

2012 UNIFORM MECHANICAL CODE

2012 INTERNATIONAL FIRE CODE

2017 NATIONAL ELECTRIC CODE

2012 UNIFORM PLUMBING CODE

2012 TEXAS ACCESSIBILITY STANDARDS

438'-7"

SIGN CODE: CITY OF HOUSTON BUILDING CODE - CHAPTER 46-: HOUSTON SIGN CODE (2008)

PORTION OF PROJECT PROPERTY IS LOCATED IN THE FLOOD ZONE - PROJECTSCOPE IS NOT IN THE FLOOD ZONE -SEE CIVIL DRAWINGS FOR MORE INFORMATION.

CoH ORDINANCE , CHAPTER 26, ARTICLE VIII.

IBC 2012, CHAPTER 7

1006.2 Illumination level. The means of egress illumination level shall not be less than l footcandle (11 lux) at the walking surface.1011.1 Exit Sign Requirements. 1. Exit signs are not required in rooms or areas that require only one exit or exit access.

N/A

N/A

2 HR 2 HR G002 U-419

N/A

N/A

XN/A N/A N/A715'

X A 1 1

GLENWOOD MAINTENANCE SHOP

2555 WASHINGTON AVENUE

X

X

84'-11"

X

BLDG. AREA: 13,078 SQ FT

TYPE II, B

ALLOWABLE BLDG. AREA: 23,000 SQ FT<

BLDG. HEIGHT: 18' - 10" ALLOWABLE BLDG. HEIGHT: 55' - 0"<

NO. OF STORIES: 1 ALLOWABLE NO. OF STORIES: 3<

OCCUPANT TYPE: S-22010 SF GROSS OCCUPANCY AREA: 8,730 SF GROSS.

OCCUPANCY SEPARATIONSEPARATION BETWEEN OCCUPANCIES:

IBC 2012, CHAPTER 5 , TABLE 508.4

2 HRS *BUILDING IS NOT EQUIPPED WITH ANAUTOMATIC SPRINKLER SYSTEM(BETWEEN S-2 & B)*

OCCUPANCY LOAD: 22 OCCUPANCY LOAD: 36

ACCESSIBILITY: TEXAS ACCESSIBILITY STANDARDS 2012

FIRE-RESISTANCE RATED CONSTRUCTION

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

EXTERIOR WALLS > 10' FROM PROPERTY LINE (TABLE 602)

EXTERIOR NON-BEARING WALLS (TABLE 602)

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

BUILDING ELEMENTS REQUIRED PROVIDED SHEET # UL STANDARD

(REFER TO TABLES 601, 602 OF IBC 2012)CONSTRUCTION TYPE II-B

INTERIOR NON-BEARING WALLS

0 0 G002 N/A

IBC 2012, CHAPTER 6

0 0 G002 N/A

0 0 G002 N/A

0 0 G002 N/A

0 0 G002 N/A

0 0 G002 N/A

0 0 G002 N/A

0 0 G002 N/A

BUILDING ELEMENTS REQUIRED PROVIDED SHEET # UL STANDARD

N/A

1. BUILDING IS ONE STORY. ALL SPACES IN PLAN EXIT DIRECTLY TO EXTERIOR GRADE.2. ALL ENCLOSED B-OCCUPANCY SPACES HAVE OCCUPANT LOADS OF LESS THAN 49. NO CORRIDORS REQUIRED. (SECT. 1018.1, EX.4)3. RE: LIFE SAFETY PLAN (1/G002 BELOW) FOR EXITING INFORMATION FOR EACH SPACE.4. ALL SWINGING EXIT DOORS (WHERE APPLICABLE) ARE MIN. 32" CLEAR.

PARKING (REQUIRED)*: 9 SPACES (includes 1 ADA parking space)

PARKING (PROVIDED): 9 SPACES (includes 1 ADA van accessible parking space)

NONE IN PROJECT

LANDSCAPE REGULATIONS-TREE/SHRUBPROPERTY COMPLIES. WITH REQUIREMENTS OF THE CITY OF HOUSTON TREE & SHRUB ORDINANCE.SEE LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.

CoH ORDINANCEChap 33, ARTICLE V

SIZE AND LOCATION OF PORTABLE FIRE EXTINGUISHERS PER IFC 2012 - 906.

PLUMBING FIXTURE COUNT IBC 2012 T2902.1(W/COH 2012 AMMENDMENTS)

WATER CLOSETS

LAVATORIES

B

OCCUPANCY OCC. LOAD

58 MEN(29)

WOMEN(29)

2 2

1 1- -

RATIO

1 / 25 for 1st 50 & 1 / 50 for more

DRINKING FOUNTAIN

SERVICE SINK

MINIMUM REQUIRED

UNISEX

N/A

N/A1*

- - 1

*Per COH Ammendments T2902.1, i - Where water is served from bottled water coolers shall not be required to provide drinking fountains.

Bottled water coolers will be provided in the Break Room see Life Safety Plan below for location.

1 / 40 for 1st 80 & 1 / 80 for more

1 / 100

1

PROPOSED FIXTURES

MEN(29)

WOMEN(29)

2+1* 2

2 2- -

UNISEX

N/A

N/A1*

- - 1

COMMENTS

1 Urinal provided

Located in Breezeway

PARKING COUNTS CoH ORDINANCE , CHAPTER 26, ARTICLE VIIISECTION 26-492

USE CLASSIFICATION:

CLASS 1. OFFICE:a. OFFICE 2.75 PARKING SPACES FOR EVERY 1000 SQ FT OF UFA

*parking is calculated for B occupancy load only.

GROUP B: 2,010 SQ FT

2.75 * 3

9 SPACES REQUIRED

FIRE EXTINGUISHERS

23456.2

6.2

7

78.2

9

1011

12

13

14

15

16

17

1819

6.1

B

A

C

D

E

F

H

G

BREAK ROOM102A

LOCKER ROOM101A

WOMEN'S RESTROOM101D

MEN'S RESTROOM101CLAWN CARE EQUIPMENT STORAGE #BAY 10 /837 SF

S-2 / 300 SF/OccTotal Occupant Load:3

BREEZEWAYBAY 13

MANAGER106A

CREW FOREMAN105MENS RESTROOM

106B OPENBAY 22 FUNERAL EQUIPMENT STORAGE

BAY 26VEHICLE PARKINGBAY 23-24-25

WASH BAYBAY 00

EQUIPMENT STORAGEBAY 01

EQUIPMENT STORAGEBAY 04

MONUMENT RESTORATIONBAY 06

MATERIAL STORAGEBAY 07

VEHICLE STORAGEBAY 08-09

TOOLS/PARTS STORAGEBAY 02

STORAGE ROOM101B

I T106C

RATED PARTITION WALL, SEE SHEETG003 FOR UL DESIGN LISTING

INFORMATION

Path:A - 6 Occ36' - 0" Travel Distance

Path:B - 6 Occ20' - 2" Travel Distance

Path:B - 5 Occ20' - 4 1/2" Travel Distance

8.3

01

GREENHOUSE LOCKER ROOM110

WOMEN'S RESTROOM111

STORAGE112

CONDITIONED SPACE, ENCLOSEDB-OCCUPANCYFLOOR AREA (gross): 265 SFOCC. LOAD: 3NO. OF EXITS: 1

CONDITIONED SPACE (gray shaded area),ENCLOSED, B-OCCUPANCYFLOOR AREA (gross): 813 SF

OCC. LOAD: 9NO. OF EXITS: 1

CONDITIONED SPACE (gray shaded area),ENCLOSED, B-OCCUPANCYFLOOR AREA (gross): 932 SFOCC. LOAD: 10NO. OF EXITS: 1

RATED PARTITION WALL, SEE SHEETG003 FOR UL DESIGN LISTING

INFORMATION

FX-2 FX-2

FX-1

FX-2

FX-2

FX-2

FX-2

FX-1

2 HR SEPARATION, UL NO. 419

2 HR SEPARATION, UL NO. 493

2 HR SEPARATION, UL NO. 419

CHAIN LINK FENCESEPARATION

UNRATEDFRAMED WALLSEPARATION

UN-CONDITIONED SPACE (diagonal shaded area),ENCLOSED, S-2 OCCUPANCYFLOOR AREA (gross): 1,725 SFOCC. LOAD: 6 (@ 300SF/occ.)EXITING PER IBC 2012, SECTION 1008.1.2, EXC 1.(OVERHEAD GARAGE DOOR EXITING WITHACCESSIBLE ENTRANCE PROVIDED TO SPACE)

UN-CONDITIONED SPACE (diagonal shaded area),ENCLOSED, S-2 OCCUPANCYFLOOR AREA (gross): 1,736 SFOCC. LOAD: 9 (@ 200SF/occ.)EXITING PER IBC 2012, SECTION 1008.1.2, EXC. 1(OVERHEAD GARAGE DOOR EXITING WITHACCESSIBLE ENTRANCE PROVIDED TO SPACE)

UN-CONDITIONED SPACE,ENCLOSED, S-2 OCCUPANCYFLOOR AREA (gross): 617 SFOCC. LOAD: 3 (@ 300SF/occ.)EXITING PER IBC 2012, SECTION 1008.1.2, EXC. 1(OVERHEAD GARAGE DOOR EXITING WITHACCESSIBLE ENTRANCE PROVIDED TO SPACE)

UN-CONDITIONED SPACE (crosshatch shaded area),ENCLOSED, S-2 OCCUPANCYFLOOR AREA (gross): 1153 SFOCC. LOAD: 4 (@ 300SF/occ.)EXITING PER IBC 2012, SECTION 1008.1.2, EXC. 11 SWINGING DOOR EXIT PROVIDED

EXITING PER IBC 2012, SECTION1008.1.2, EXC. 1

(OVERHEAD GARAGE DOOR EXITINGWITH ACCESSIBLE ENTRANCE

PROVIDED TO SPACE)

LAWNCARE STORAGEBAY 05

EQUIPMENT STORAGEBAY 03

UNRATED FRAMED WALLSEPARATION

UN-CONDITIONED SPACE (diagonal shaded area),ENCLOSED, S-2 OCCUPANCYFLOOR AREA (gross): 1,788 SFOCC. LOAD: 9 (@ 200SF/occ.)

EXITING PER IBC 2012, SECTION 1008.1.2, EXC. 1(OVERHEAD GARAGE DOOR EXITING WITH

ACCESSIBLE ENTRANCE PROVIDED TO SPACE)

UN-CONDITIONED SPACE,ENCLOSED, S-2 OCCUPANCYFLOOR AREA (gross): 867 SFOCC. LOAD: 3 (@ 300SF/occ.)

EXITING PER IBC 2012, SECTION 1008.1.2, EXC. 1(OVERHEAD GARAGE DOOR EXITING WITH

ACCESSIBLE ENTRANCE PROVIDED TO SPACE))

ACCESSIBLE PATH

ACCESSIBLE ENTRANCE TO ADJACENT SPACE, TYPICAL

FX-2

FX-2

RATED PARTITION WALL, SEE SHEETG003 FOR UL DESIGN LISTINGINFORMATION

FX-1

OCCUPANCY GROUP B

Path:C - 2 Occ16' - 5 1/2" Travel Distance

ACCESSIBLE PATH THROUGHSTORAGE AREA

ACCESSIBLE PATHTHROUGH

STORAGE AREA

ACCESSIBLE PATHTHROUGH

STORAGE AREA

ACCESSIBLE PATHTHROUGH

STORAGE AREA

SERVICE SINK

PER 2012 TAS SECT. 297.2.4:1 VAN ACCESSIBLE SPACE REQUIRED FOR EVERY6 ACCESSIBLE SPACES PROVIDED.SECT. 502.2 / EXCEPTIONMIN. 96" WIDE VAN ACCESSIBLE SPACE W/ MIN.96" WIDE ACCESS AISLE

VAN ACCESSIBLE PARKING SIGN -COMPLY WITH 2012 TAS SECT 502.6SEE DETAIL 6/A603

Occupant Load

Occupant Load

Room name101

ROOM NAMEROOM NUMBER

EGRESS COUNT ATPRIMARY EXITS

EGRESS COUNT ATSECONDARY EXITS

FIRE EXTINGUISHER

OCCUPANCY COUNTFOR AREA/ROOM

1 HR FIRE RATED PARTITION

40

FX-#

44"60"

EGRESS WIDTH REQUIREDEGRESS WIDTH PROVIDED

ACCESSIBLE ENTRANCECLEAR FLOOR SPACE

PATH OFTRAVEL

691' - 0 3/4"

ACCESSIBLE ROUTEWASHINGTON AVE

NORTH

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REGISTRATION NUMBER: 1 5 3 3 1

COPYRIGHT INFORMATION:These drawings and specifications are copyrighted. They are and shallremain the property of Dillon Kyle Architecture, Inc. They are not to be usedon other projects or extension to this project except by agreement in writingand with appropriate compensation to Dillon Kyle Architecture, Inc. Thecontractor is responsible for confirming and correlating dimensions at the jobsite. The architect will not be responsible for construction means, methods,techniques, or procedures, or for the safety precautions and programs inconnection with the project. Copyright 2017, Dillon Kyle Architecture, Inc.

Dillo

n Kyle

Arch

itects

Plott

ed:

26 21 16 11 6 1

30 25 20 15 10 5

713.520.8792

1500 W ALABAMAHOUSTON, TEXAS 77006

www.dkarc.com

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CODE SHEET /LIFE-SAFETY PLAN

G002

UPDA

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1/16" = 1'-0" 1LIFE SAFETY PLAN

1/4" = 1'-0"SYMBOLS - LIFE-SAFETY

1" = 200'-0" 28SITE PLAN-FIRE SEPARATION DIAGRAM

Mark Path of EgressA 36' - 0"

B 40' - 6 1/2"

C 16' - 5 1/2" Mark Name Type DescriptionFX-1 Fire Extinguisher with Recessed

CabinetCommercial ABC DryChemical - w/ cabinet

RECESSED METAL WALL CABINET WITH 5LB CAPACITYEXTINGUISHER SUITABLE FOR MIN CLASS A FIRE

FX-2 Fire Extinguisher Commercial ABC DryChemical

SURFACE MOUNTED CABINET WITH DRY-CHEMICAL FIREEXTINGUISHER

NORTH

PROJECTNORTH

EAST

WEST MAT

CH

LIN

E

BOTTLED WATERDISPENSER

ISSUES / REVISIONS

REV. DESCRIPTION DATEE PRELIMINARY PRICING SET 2 04/17/2017F FOR PERMIT AND CONSTRUCTION 09/18/20172 PLAN CHECK COMMENT RESPONSE #1 10/27/20173 PLAN CHECK COMMENT RESPONSE #2 11/21/20174 UPDATED CONSTRUCTION SET 12/27/2017

D1=GYPSUM BOARD ON BOTH SIDES TO STRUCTURE3 = 3 5/8" METAL STUDA = SOUND ATTENUATING INSULATION

ACCOUSTIC SEALANTBOTH SIDES

CONTINUOUS RUNNER

SCHEDULED FINISH

SCHEDULED BASE

SCHEDULED FLOORING

3 5/8" MTL STUDSCHEDULED CEILING

ACCOUSTIC SEALANTBOTH SIDES

SOUND ATTENUATIONBLANKETS

CONTINUOUS RUNNER

5/8" GYP BDBOTH SIDES

PARTITION DESIGNATION CODES

PARTITION PRIORITY LEGEND

TYPICAL PARTITION KEYS ON THE FLOOR PLAN USE AFOUR CHARACTER ALPHA-NUMERIC REFERENCE ASFOLLOWS:

C = CEILING RELATED PARTITION - SEE DIAGRAMS FOR MORE INFORMATIOND = DEMISING-GYP BD TO DECK BOTH SIDES OF STUDF = FURRING - FINISH ONE SIDE ONLYH = HALF WALLP = PLUMBING WALLS = SHAFTWALL LINER & C-H STUDW = DEMISING WALL WITH 2 OR MORE GYP BD LAYERS EA. SIDE

FIRST DIGIT: PARTITION KEY

D13AR

THIRD DIGIT: FRAMING THICKNESS AS FOLLOWS0 7/8" METAL FURRING CHANNEL1 1-5/8" METAL STUD2 2-1/2" METAL STUD OR 2-1/2" C-H METAL STUD3 3-5/8" METAL STUD4 4" MTL. STUD, 4" CMU OR 4" C-H METAL STUD.6 6" MTL. STUD OR 6" CMU8 8" MTL. STUD OR 8" CMUN CAVITY WALL WIDTH VARIES. RE: PLAN/DTLS FOR DIM.

FOURTH DIGIT: INSULATION OR SPECIAL FINISH AS FOLLOWSN NO INSULATIONA SOUND ATTENUATING INSULATIONT THERMAL INSULATIONP 3/4" PLYWOOD APPLIED TO SURFACE OF STUDS- NO INSULATION

SPECIALTY PARTITIONS(PARTITIONS WHICH DO NOT UTILIZE THE 4 DIGIT CODE)

SPECIAL PARTITIONS ARE DESIGNATED AS TYPE "Z" &ARE NUMBERED SEQUENTIALLY (Z1, Z2, ETC.)REFERENCE DETAILS ARE DRAWN TO EXPLAINASSEMBLY

HIGHER PRIORITY

LOWER PRIORITY

TWO HOUR FIRE AND SMOKE PARTITION

TWO HOUR FIRE PARTITION / TWO HOUR SHAFTWALLONE HOUR FIRE AND SMOKE PARTITION

ONE HOUR FIRE PARTITION

NON-RATED PARTITION

PRORITY 1 HIGHER

PRORITY 2PRORITY 3

PRORITY 4

PRORITY 5 LOWER

GRAPHIC EXAMPLE:PARTITION TYPE D13A

FIFTH DIGIT: PARTITION FIRE RATING-IF PRESENTR FIRE RATED (SEE SHEET G003 FOR UL INFORMATION.)

PARTITION TAG EXAMPLE

SECOND DIGIT:USED TO DISTINGUISH IF MORE THAN ONE TYPE OFPARTITION WITHIN EACH PARTITION KEY

CEILING

STRUCTURE

FLOOR

GYPSUM BOARD

MTL STUD ORFURRING

C2_ _

MTL STUD TOSTRUCTURE ORBRACED AT 4'-0"O.C. 6"

ABV

CEILING

STRUCTURE

FLOOR

GYPSUM BOARD

MTL STUD ORFURRING

C1_ _

SECURECHANNEL TOCEILING GRID

EDGE TRIM,LC-BEADCOMPRESSIBLEGASKET

CEILING

STRUCTURE

FLOOR

GYPSUM BOARD

MTL STUD ORFURRING

D1_ _

CEILING

STRUCTURE

FLOOR

GYPSUM BOARD

MTL STUD ORFURRING

MTL STUD TOSTRUCTUREOR BRACED AT4'-0" O.C.

F1_ _

6"

STRUCTURE

FLOOR

3/4" PLYWOOD

MTL STUD ORFURRING

Z1_ _

MTL STUD TOSTRUCTURE

PLYWOOD TOSTRUCTURE ABOVE

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S H E E T N U M B E R :

S H E E T C O N T E N T S :

P R O J E C T I N F O R M A T I O N :

REGISTRATION NUMBER: 1 5 3 3 1

COPYRIGHT INFORMATION:These drawings and specifications are copyrighted. They are and shallremain the property of Dillon Kyle Architecture, Inc. They are not to be usedon other projects or extension to this project except by agreement in writingand with appropriate compensation to Dillon Kyle Architecture, Inc. Thecontractor is responsible for confirming and correlating dimensions at the jobsite. The architect will not be responsible for construction means, methods,techniques, or procedures, or for the safety precautions and programs inconnection with the project. Copyright 2017, Dillon Kyle Architecture, Inc.

Dillo

n Kyle

Arch

itects

Plott

ed:

26 21 16 11 6 1

30 25 20 15 10 5

713.520.8792

1500 W ALABAMAHOUSTON, TEXAS 77006

www.dkarc.com

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PARTITION TYPES / FIRERESISTANCE ASSEMBLY

RATING

G003

UPDA

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12/27/2017

N.T.S.UL LISTING # U419 PARTITION LEGEND

NTS 2

N.T.S.UL LISTING # U493

ISSUES / REVISIONS

REV. DESCRIPTION DATEF FOR PERMIT AND CONSTRUCTION 09/18/20172 PLAN CHECK COMMENT RESPONSE #1 10/27/20173 PLAN CHECK COMMENT RESPONSE #2 11/21/20174 UPDATED CONSTRUCTION SET 12/27/2017