irving middle school make-up air system …hvac heating/ventilating/air conditioning hw hot water id...

METAL

ACOUSTICAL TILECERAMIC TILE,

CEMENT, GROUTGYPSUM BOARD,

(RIGID)INSULATION

(BATT OR LOOSE)INSULATION

WOOD (ROUGH)

WOOD (FINISHED)

PLYWOOD

(SMALL SCALE)METAL

(LARGE SCALE)

MATERIALS

MASONRY UNITCONCRETE

BRICK

CONCRETE

GRAVEL

EARTH

BUILDING SECTION LETTER

SHEET WHERE CUT

SHEET WHERE DRAWN

SECTION NUMBER

DETAIL NUMBERCOLUMN DESIGNATIONA

ABBREVIATIONS GENERAL NOTES

SYMBOLS

BUILDING DATA

INDEX OF DRAWINGSBUILDING PLAN REVIEW COVER SHEET

ACM ASBESTOS CONTAININGMATERIALS

ACS FLR ACCESS FLOOR (ING)ACS PNL ACCESS PANELACST ACOUSTIC (AL)AD AREA DRAINADJ ADJACENT; ADJUSTABLEADDL ADDITIONALADDM ADDENDUMAFC ABOVE FINISH COUNTERAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATEANSI AMERICAN NATIONAL STANDARDS

INSTITUTEAPPROX APPROXIMATEARCH ARCHITECT (URAL)ASC ABOVE SUSPENDED CEILINGASPH ASPHALTASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

BAL BALANCEBD BOARDBITUM BITUMINOUSBLDG BUILDINGBLKG BLOCKINGBOT BOTTOMBRDG BRIDGINGBS BOTH SIDESBTWN BETWEENBUR BUILT-UP ROOFING

CAB CABINETCAP CAPACITYCH BD CHALKBOARDCI CAST IRONCJ CONTROL JOINTCLG CEILINGCLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCO CASED OPENINGCOL COLUMNCONC CONCRETECONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCOORD COORDINATECPT CARPET (ED)CSK COUNTER SUNKCT CERAMIC TILECU COPPERCW COLD WATER

D DEPTH; DEEPDBL DOUBLEDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDS DOWNSPOUTDWG DRAWING

E EASTEA EACHEE EACH ENDEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC (AL)ELEV ELEVATOREMER EMERGENCYENCL ENCLOSE (URE)EPDM ETHYLENE PROPYLENE DIENE

MONOMEREQ EQUALEQUIP EQUIPMENTEW EACH WAYEWC ELECTRIC WATER COOLEREXH EXHAUSTEXIST EXISTINGEXP EXPOSED; EXPANSIONEXT EXTERIOR; EXTINGUISHER

F FAHRENHEITF/O FACE OFFA FIRE ALARMFD FLOOR DRAINFDTN FOUNDATIONFE FIRE EXTINGUISHERFH FIRE HYDRANTFIN FINISH (ED)FLASH FLASHINGFLR FLOORFLUOR FLUORESCENTFR FIRE RESISTANTFRTW FIRE RETARDANT TREATED WOODFT FOOT, FEETFTG FOOTINGFTR FLUE THRU ROOFFURG FURRING (ED)GA GAGEGALV GALVANIZEDGL GLASSGYP GYPSUM

HB HOSE BIBBHC HANDICAPHCW HOLLOW CORE WOODHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHPT HIGH POINTHT HEIGHTHVAC HEATING/VENTILATING/AIR

CONDITIONINGHW HOT WATER

ID INSIDE DIAMETERINCL INCLUDE (D), (ING)INFO INFORMATIONINSUL INSULATION; INSULATEDINT INTERIOR

JAN JANITORJST JOISTJT JOINT

L LONG; LENGTHLAB LABORATORYLAM LAMINATE (D)LAV LAVATORYLBS POUNDSLF LINEAR FEETLPT LOW POINT

MACH MACHINEMAS MASONRYMATL MATERIALMAX MAXIMUMMKR BD MARKER BOARDMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICALMED MEDIUMMTL METALMFR MANUFACTURERMIN MINIMUM; MINUTEMISC MISCELLANEOUSMO MASONRY OPENING; MOTOR

OPERATEDMTD MOUNTEDMTG MOUNTING

N NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITEOVHD OVERHEAD

PART PARTIALPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLYWD PLYWOODPNL PANELPTD PAINTEDPTN PARTITIONPVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS; RISERRD ROOF DRAINREINF REINFORCEMENTREQD REQUIREDRESIL RESILIENTREV REVISIONRM ROOMRO ROUGH OPENINGRTU ROOF TOP UNITRWL RAIN WATER LEADER

S SOUTHSAPC SUSPENDED ACOUSTICAL PANEL

CEILINGSATC SUSPENDED ACOUSTICAL TILE

CEILINGSCHED SCHEDULE (D)SCW SOLID CORE WOODSECT SECTIONSF STOREFRONT; SQUARE FOOTSIM SIMILARSQ SQUARESST STAINLESS STEELST STREETSTC SOUND TRANSMISSION CRITERIASTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURE (AL)SUSP SUSPENDEDSYMM SYMMETRY (ICAL)

T TREADT&G TONGUE AND GROOVET/O TOP OFTEL TELEPHONETEMP TEMPERATURE; TEMPORARYTHK THICK (NESS)THRU THROUGHTK BD TACK BOARDTOW TOP OF WALLTRTD TREATEDTV TELEVISIONTYP TYPICAL

UC UNDER COUNTERUGND UNDERGROUNDUL UNDERWRITER'S LABORATORIESUON UNLESS OTHERWISE NOTED

VCT VINYL COMPOSITION TILEVERT VERTICALVTR VENT THRU ROOFVWC VINYL WALL COVERING

W WIDTH; WASTE; WEST; WIREW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWDW WINDOWWP WATERPROOF (ING); WORK POINTWT WEIGHTWWR WELDED WIRE REINFORCING

XFMR TRANSFORMER

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DRAWING NUMBER

T001

ARCHITECTURE ENGINEERING PLANNING10201 FAIRFAX BOULEVARD, SUITE 225, FAIRFAX, VIRGINIA

G A U T H I E RA L V A R A D OA S S O C I A T E S

703-241-2202 WWW.GAA-AE.COM

FAIRFAX COUNTY PUBLIC SCHOOLS

FAIRFAX, VA

Client Project No. 8500425419

IRVING MIDDLE SCHOOL

MAKE-UP AIR SYSTEM INSTALLATION

01-25-2021BID SET

ADDITIVE BID ITEMS

© COPYRIGHT ALL RIGHTS RESERVEDTHESE DRAWINGS ARE PROTECTED UNDER THE

COPYRIGHT ACT OF 1976 AND SHALL NOT BEREUSED WITHOUT THE WRITTEN PERMISSION OF

GAUTHIER, ALVARADO AND ASSOCIATES

AA101 A301

1A101 A501

1A101 A501

LOBBY101

ROOM DESIGNATION

ROOM NUMBER

1. PERFORM WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL GOVERNINGORDINANCES, CODES AND REGULATIONS.

2. ALL MATERIALS SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES AND REGULATIONS.(ALL WOOD FOR FRAMING OR BLOCKING SHALL BE FIRE RETARDANT TREATED.)

3. VISIT AND BECOME FAMILIAR WITH THE SITE AND BUILDING PRIOR TO BID. INCLUDE THE COSTOF ALL WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND THAT IS REQUIRED ORREASONABLY IMPLIED TO ACHIEVE THE DESIGN INTENT OF THE CONTRACT DOCUMENTS.

4. NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE NEWWORK, OF ANY OMISSIONS OR CONFLICTS IN THE DRAWINGS AND ANY RESTRICTIONS RELATEDTO THE EXECUTION OF THE WORK INCLUDING THE COORDINATION WITH OTHER TRADES.

5. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS INDICATED AND NOTIFY THE ARCHITECT OFANY VARIATION PRIOR TO THE PURCHASING OF MATERIALS, FABRICATION OR CONSTRUCTIONOF ANY ITEM.

6. MAINTAIN THE INTEGRITY OF ALL EXISTING FIRE ASSEMBLIES.

7. PROTECT EXISTING BUILDING FROM WEATHER DURING EXECUTION OF THE WORK; ANDPROTECT EXISTING ADJACENT AREAS FROM DAMAGE DURING EXECUTION OF THE WORK.PROVIDE PROTECTION FOR FLOORS (VCT AND CARPET) FROM DAMAGE. ALL ITEMS DAMAGEDDURING THE WORK SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

8. ADJACENT AREAS OF THE EXISTING FACILITY WILL REMAIN IN OPERATION WHILE WORK IS BEINGDONE. ALL WORK SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE, AND SHALLBE SEQUENCED AND PERFORMED IN A MANNER TO MINIMIZE ANY IMPACTS ON EXISTINGFACILITY OPERATIONS.

9. PROTECT EXISTING GRASS AND PLANTING AREAS. RESTORE ANY AREA DAMAGED BY THEWORK TO ORIGINAL CONDITION.

10. BUILDING SHALL BE WEATHER TIGHT AT THE END OF EACH DAY. OPENINGS TO BE COVEREDWITH PLYWOOD AND PLASTIC, OR EQUALLY PROTECTED FROM WEATHER AND INTRUSION.

11. FIRE ALARM AND DETECTION SYSTEMS AND SPRINKLER SYSTEMS MUST REMAIN OPERATIONALAT ALL TIMES DURING CONSTRUCTION. DURING RENOVATION PROJECT, A FULL BUILDING FIREWATCH SHALL BE PROVIDED FOR ANY WORK THAT AFFECTS THE INTEGRITY OF THE FIRE ALARMOR SPRINKLER SYSTEM. THIS INCLUDES ANY REMOVAL OF CEILING TILE AROUND SPRINKLERHEADS THAT IS NOT REINSTALLED AT THE END OF THE WORK DAY. FIRE WATCH SHALL BEPERFORMED BY A DEDICATED PERSON AND SHALL FOLLOW THE PROCEDURES OUTLINED INTHE 2015 VIRGINIA STATEWIDE FIRE PREVENTION CODE, CHAPTER 33.

T001 COVER SHEET

ARCHITECTURALA101 COMPOSITE FIRST FLOOR PLANA102 COMPOSITE SECOND FLOOR PLANA103 ROOF PLANA104 FIRST FLOOR DEMOLITION PLAN - PART AA105 FIRST FLOOR DEMOLITION PLAN - PART BA106 FIRST FLOOR DEMOLITION PLAN - PART CA107 SECOND FLOOR DEMOLITION PLAN - PARTS D AND EA108 SECOND FLOOR DEMO PLAN - PART FA109 FIRST FLOOR PLAN - PART AA110 FIRST FLOOR PLAN - PART BA111 FIRST FLOOR PLAN - PART CA112 SECOND FLOOR PLAN - PARTS D AND EA113 SECOND FLOOR PLAN - PART F

STRUCTURALS101 EXISTING ROOF FRAMING PLAN - PART AS102 EXISTING ROOF FRAMING PLAN - PART BS103 EXISTING ROOF FRAMING PLAN - PART C & DS201 DETAILS

MECHANICALM001 COVER SHEETM101 FIRST FLOOR DEMOLITION PLAN PART- AM102 FIRST FLOOR DEMOLITION PLAN PART - BM103 FIRST FLOOR DEMOLITION PLAN PART CM104 SECOND FLOOR DEMOLITION PLAN - PART D & EM105 SECOND FLOOR DEMOLITION PLAN - PART FM106 ROOF DEMOLITION PLAN - PARTS G & HM107 ROOF DEMOLITION PLAN - PART IM108 ROOF DEMOLITION PLAN - PART JM201 FIRST FLOOR PLAN - PART AM202 FIRST FLOOR PLAN - PART BM203 FIRST FLOOR PLAN - PART CM204 SECOND FLOOR PLANS - PARTS D & EM205 SECOND FLOOR PLANS - PART FM206 ROOF PLAN - PARTS G & HM207 ROOF PLAN - PART IM208 ROOF PLAN - PART JM209 ROOF PLAN - PART KM301 DIAGRAMS AND DETAILSM601 SCHEDULESM602 SCHEDULES

ELECTRICALE001 COVER SHEETE101 COMPOSITE FIRST FLOOR POWER PLANE102 COMPOSITE SECOND FLOOR POWER PLANE103 COMPOSITE ROOF POWER PLANE201 ROOF POWER PLAN - PART GE202 ROOF POWER PLAN - PART HE203 ROOF POWER PLAN - PART IE204 ROOF POWER PLAN - PART JE601 MODIFIED POWER RISER DIAGRAME602 SCHEDULESE603 SCHEDULES & DETAILS

1

1

KEY NOTE

REVISION NUMBER

11-2-2020

APPLICABLE CODES2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC)2015 VIRGINIA REHABILITATION CODE (VRC), LEVEL 2 ALTERATIONS PER SECTION 6032015 VIRGINIA STATEWIDE FIRE PREVENTION CODE2015 VIRGINIA PLUMBING CODE (VPC)2015 VIRGINIA MECHANICAL CODE (VMC)2014 NFPA 70 NATIONAL ELECTRIC CODE (NEC)

PROPOSED AREA OF WORKUSE GROUP: E - EDUCATIONTYPE OF CONSTRUCTION: II BAREA OF RENOVATION: 70,800 SF

ADDITIVE BID ITEM #1 - REPLACE ALL CEILING TILES IN DESIGNATED SPACES, SEEARCHITECTURAL PLANS.

Project MMB No. MMB-048-21

11-2-2020

11-2-2020

11-2-2020

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KITCHEN

SERVING

TABLE STOR.

STOR.

LOUNGE

TOIL.

CUSTODIAL STOR.

SERVING

SERVING

TOOLS

OFFICE

TOIL.

STOR.

OFFICE

TOOLS

OFFICE

STOR.

FINISH

OFFICE

STOR.

STOR. TOIL.

STO.

STO.

SHOWERS

TOIL.

TOWEL

OFFICE

JAN.STOR.ELEC.STO.

GIRL'S LOCKERS

GYMNASIUM

TEACHER'S

TOIL.

CORR.

OFFICE

STOR.

PASS

MULTI-PURPOSE

TOIL.

FOODPREPARATION FASHION

STOR PANTRY

STORELEC

MECH

TOILET

OFFICE

LIVING / DINING

WORKROOM106

STAIR 2

BOY'S TOILET GIRL'S TOILET

STAIRS 3

ELEC

BOOK STORAGE

TOILET TOILET

MECH

ELEV

JAN

STOR

ELEC

STOR

BED

BED

OFFICE

TOIL

CLINIC102

OFFICEOFFICE

TOIL

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

WAITING101

STOR CONF

PRODUCTION

OFFICE

MEDIA CENTER146

COMM

STORAGE TV ROOM142

ELEC

LECTURE148


JAN

STORAGE

SCHOOL BASEDTECH SPECIALIST

150

STORAGE KILN

BOY'S TOILET

GIRL'S TOILET

JAN

TOIL

TOILOFFICE

LOBBYSTAIR 1

MAIN OFFICE

STOR

TOILTOILMAIL AREA

SUPPLY CONFPRINCIPAL

ASSISTANTPRINCIPAL

ASSISTANTPRINCIPAL

VAULT FINANCE

STORAGE

STORAGE

DRAMA

CAFETERIA

ART155

8th GRADESOCIAL STUDIES

153OFFICE

151

STORAGE

STORAGE

SPECIAL ED147

SPECIAL ED135

SPECIAL ED137SPECIAL ED

139

SPECIAL ED141

MULTI-PURPOSE143

8th GRADEENGLISH

145

8th GRADEMATH

138

8th GRADEMATH

136SPECIAL ED

134

SPECIAL ED130

MULTI-PURPOSE131

STORAGE

8th GRADESCIENCE

125

STOR123

8th GRADEENGLISH

126


128

8th GRADESCIENCE

121

8th GRADESCIENCE

124

8th GRADESCIENCE

120

8th GRADEMATH118

8th GRADEMATH116

8th GRADEENGLISH

114

LOUNGE104

8th GRADEENGLISH


115


117CREATIVEWRITING

111CONF ROOM

109LRD107

COMPUTER154

ART157

STOR122

PART BPART A

PART BPART A

PART

CPA

RT B

PART

CPA

RT B

COMPOSITE FIRST FLOOR PLAN1/16" = 1'-0"

ARCHITECTURAL

A101

COMPOSITEFIRST FLOOR PLAN

JDH

KLS

PART A

PART B

PART C

KEY PLAN

1A101 A104

2A101 A105

3A101 A106

PROJECT TITLE

REVISIONSNO. DATE DESCRIPTION

DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021

G A U T H I E RA L V A R A D OA S S O C I A T E S703-241-2202WWW.GAA-AE.COM

PROJECT STATUS

GAA PROJECT NO. 735-E08

BID SET

FAIRFAX COUNTYPUBLIC SCHOOLS

IRVING MIDDLE SCHOOLSPRINGFIELD, VA

MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

10' 0 10' 30'

48'-8"±

23'-1

0"±

13'-2

"±

26'-3"± 16'-5"± 14'-3"± 22'-4"± 10'-0"± 27'-9"± 13'-4"± 18'-0"± 28'-9"± 27'-10"±30'-4"±

23'-1

1"±

40'-6

"±

31'-2

"±10

'-6"±

31'-2

"±

24'-3

"±

27'-5"±29'-6"±12'-5"±

DEMO DEMO

DEMO

1A101 A109

NEW WORK

2A101 A110

3A101 A111

NEW WORK NEW WORK

APPROXIMATE LOCATION OF ELECTRICALRUN. REMOVE CEILING AS REQUIRED FORELECTRICAL WORK, SAVE AND REINSTALLUPON COMPLETION OF ABOVE CEILING WORK.

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BOY'S TOILET GIRL'S TOILET ELEC WOMEN'S TOILET MEN'S TOILET

GIRL'S TOILET

BOY'S TOILET

JAN ELEC

STAIR 3

STAIR 2

STAIR 1

ELEV

JAN

STORAGE200

OFFICE202

OFFICE204 WORD

LANGUAGE206

7th GRADESCEINCE

208

PREP210

7th GRADESCEINCE

212


214

WORDLANGUAGE

203STORAGE

201

WORDLANGUAGE

205


213

7th GRADEENGLISH

207


209

7th GRADEENGLISH

211

SPECIAL ED217

7th GRADEMATH

219

7th GRADEENGLISH

223


222

SPECIAL ED224TEACHER'S

LOUNGE220

SPECIAL ED218

7th GRADEENGLISH

216

SPECIAL ED226

7th GRADESCIENCE

228

7th GRADEMATH

234

7th GRADEMATH

236

SPEECH235 CONF ROOM

242

MULTI- PURPOSE240

7th GRADESCIENCE

232

7th/8th GRADEREADING

229

ESOL227

7th GRADEMATH

225

PREP230

STORAGE

PART FPART E

PART FPART E

PART

DPA

RT E

PART

DPA

RT E

COMPOSITE SECOND FLOOR PLAN1/16" = 1'-0"

ARCHITECTURAL

A102

COMPOSITESECOND FLOOR PLAN

JDH

KLS

PART D PART E

PART F

KEY PLAN

3A102 A108

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

10' 0 10' 30'

27'-2"± 29'-6"± 29'-6"± 29'-6"± 38'-9"±

12'-5"± 16'-9"± 28'-1"± 41'-6"± 10'-8"± 41'-2"± 28'-6"± 13'-8"± 27'-0"±

24'-6

"±

24'-0"± 29'-0

"±

31'-2

"±10

'-6"±

31'-7

"±27

'-7"±

27'-2

"±

24'-0"±

1A101 A107

DEMO

1A101 A112

NEW WORK

2A101 A107

DEMO

2A101 A112

NEW WORK

DEMO

3A102 A113

NEW WORK

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ARCHITECTURAL

A103

ROOF PLAN

JDH

KLS

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) VTR

(E) RD(E) RD

(E) RD

(E) RD (E) RD

(E) RD

(E) RD

(E) RD

(E) RD

(E) RD

(E) RD

(E) RD

(E) RD (E) RD

(E) RD

(E) RD

(E) RD(E) RD

(E) RD

(E) RD

(E) RD

(E) EF (E) RTU

(E) RTU

1

1

(E) RTU

(E) RTU

(E) EF

(E) EF

(E) EF

(E) EF

1

(E) CAPPED

(E) CAPPED

(E) EF

1

1 (E) EF

3

(E) RD

1

(E) EF (E) EF

(E) EF

1

(E) EF

(E) EF

(E) EF

(E) EF

(E) EF

(E) EF

6" PARAPET

1

1

(E) EF

(E) EF

(E) GRV

(E) EF

(E) EF

(E) AHU

(E) GRV

(E) AHU

(E) EF(E) GRV

1

(E) EF

1

5

3

(E) EF

(E) EF

(DOAS 1)(COND 1)

106

7 (COND 2)7

(DOAS 2)6

(COND 3)7

(DOAS 3)6

(DOAS 4)6

(COND 4)7

(DOAS 5)6

(COND 5)7

(DOAS 6)6

(COND 6)7

(DOAS 7)6

(COND 7)7

10

G G G G G G G G G G G

GG

GG

G

G

GG

GG

G G

GG

G

G G G G

SECOND FLOOR ROOF

SECOND FLOOR ROOF

(E) RD

4

FIRST FLOORHIGH ROOF

FIRST FLOORLOW ROOF

FIRST FLOORLOW ROOF

FIRST FLOORLOW ROOF

SEE MECH DWGSFOR CONTINUATION

8

8

8

8

8

8

8

8

GENERAL PLAN NOTESREMOVE MECH EQUIPMENT, SEE MECH DWGS, CURB TO REMAIN. PROVIDE INSULATEDMETAL CAP OVER EXISTING CURB, SEE DETAIL 9/A113.

MOVE EXISTING MECH EQUIPMENT TO NEW LOCATION AND PROVIDE ROOF CURB TOMATCH EXISTING SIZE, SEE DETAIL 7/A113.

REMOVE CURB AND PATCH ROOF, SEE DETAIL 5/A113.

DUCT PENETRATION THROUGH ROOF, COORD WITH MECH DWGS, SEE DETAIL 8/A113.

MOVE EXISTING MECH EQUIPMENT TO EXISTING CURB, SEE MECH DWGS.

PROVIDE STEEL SUPPORT AND CURB FOR MECH EQUIPMENT, SEE DETAIL 1/A103.

PROVIDE STEEL SUPPORT FOR MECH EQUIPMENT, SEE DETAIL 2/A103.

PROVIDE SUPPORTS FOR GAS PIPING AND REFRIGERANT PIPING AT A MAXIMUM OF 8FEET ON CENTER, SEE DETAIL 10/A113.

PROVIDE PIPE BOX FOR ELECTRICAL PENETRATIONS, SEE DETAIL 6/A103.

REMOVE MECH EQUIPMENT, SEE MECH DWGS, AND REUSE CURB FOR PIPE BOX.ENLARGE CURB AS NEEDED TO FIT PIPES, SIMILAR TO DETAIL 6/A103.

LOCATION FOR RIGGING TO SUPPORT ELEC DISCONNECT SWITCH AND RECEPTACLE.

ROOF PLAN KEY NOTES11. RECORDS SHOW THE EXISTING ROOF IS A 4 PLY BUILT-UP ROOF SYSTEM, FIELD VERIFY. ROOFING WORK SHALL BE PERFORMED BY

FUNCTION ENTERPRISES AND SHALL BE PERFORMED IN A MANNER TO MAINTAIN THE EXISTING WARRANTY. CONTACT FUNCTIONENTERPRISES AT 703-569-2422, PRIMARY CONTACT TED MALESKI, SECONDARY CONTACT DONALD HATALOSKI.

2. PROVIDE TEMPORARY PROTECTIVE COVERINGS ADJACENT TO WORK AREAS CONSISTING OF 1-1/2" THICK MINIMUM EPS INSULATIONBOARD OVER EXISTING GRAVEL AND 1/2" PLYWOOD OVER THE INSULATION. TEMPORARY COVERINGS SHALL BE A MINIMUM OF 4'-0"WIDE IN ANY AREA. PROVIDE BALLAST WEIGHTS TO HOLD THE TEMPORARY COVERINGS ON THE ROOF UNDER HIGH WIND CONDITIONS.

3. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING NEW ROOF PENETRATIONS AND EXISTING CURBS TOBE CAPPED.

4. REFER TO STRUCTURE DRAWINGS FOR NEW BEAM INFORMATION.

5. COMPLY WITH ALL APPLICABLE RECOMMENDATIONS OF SMACNA ARCHITECTURAL SHEET METAL MANUAL AND THE NRCA ROOFING ANDWATER PROOFING MANUAL.

6. REMOVE GRAVEL PRIOR TO APPLICATION OF NEW STRIPPING AND FLASHING. EXISTING GRAVEL MAY BE REUSED OVER NEW STRIPPINGAND FLASHING.

7. COORDINATE ALL ROOF WORK SO THAT EACH AREA OF WORK IS MADE SECURE AND WATERTIGHT AT THE END OF EACH DAY.

8. COORDINATE AND RELOCATE ANY CONDUIT OR PIPING THAT INTERFERES WITH THE LOCATION OF NEW PENETRATIONS.

9. PATCH ALL AREAS WHERE LEAKS OCCUR AS A RESULT OF THE WORK OF THIS CONTRACT.

2

3

2

4

SIM

5

6

7

8

8

8

8

8

8

8

9

10

11

11

11

11

9

11

9

11

9

9

11

11

9

2

1

PROVIDE CURB FORMECH EQUIPMENT,SEE DETAIL 7/A113

PROVIDE CURB FORMECH EQUIPMENT,SEE DETAIL 7/A113

ROOF PLAN1/16" = 1'-0"

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

10' 0 10' 30'

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-0"

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/2011

:31:04

DETAIL1-1/2" = 1'-0"

3A103 A103

6" M

IN8"

SLOPE 1/4" PER FT

4" MIN 4" MIN 4" MIN 4" MIN

SST COVER WITH FULLY WELDED SEAMS

TRTD WD BLKG

VARIES

6" M

IN8"

DETAIL1-1/2" = 1'-0"

4A103 A103

BASE FLASHING

PREFAB INSULATED CURB

TRTD WD BLKG

GASKETED FASTENERS@ 24" OC, MIN TWO PER SIDE

METAL FLASHING

MECH UNIT, SEE MECH DWGS

GASKET

4"

STL BEAM, SEE STRUCT DWGS

BUILT-UP ROOF AND INSUL, MATCHMATERIAL AND THK OF EXISTING,STRIP INTO EXISTING

INSULATION

SEE DETAIL 1/A103 FOR

STL POST, SEE DETAIL 10/A113

FILL CMU SOLID W/ GROUT AT POSTS

FOR ADDITIONAL INFO

ADDITIONAL INFO

FILL CAVITY WITH INSULATION


4"

SEE DETAIL 1/A103 FORADDITIONAL INFO

ROOF PATCH DETAIL1-1/2" = 1'-0"

REMOVE CURB AND ASSOCIATED ITEMS

4" MIN 4" MIN 4" MIN


INFILL OPNG WITH STL L FRAMING AND

5A103 A103

MTL DECK, MATCH EXISTING DECK THK,WELD FRAMING TO EXISTING

PIPE BOX DETAIL1-1/2" = 1'-0"

8" M

IN

3"

10" M

IN

DRILL HOLE IN DECKFOR PIPE / CONDUIT

0.050" AL BRUSHED FINISH ENCLOSURE WITH REMOVABLE

4" M

IN

1'-4" MINSIZE FOR PIPES

TRTD WD CURB

2x4 TRTD WD BLKG,

GASKETED FASTENERS,MIN TWO PER SIDE

2" MIN BTWN PIPES

PIPE / CONDUIT, SLOPE DOWN

FLEX-TUBE COLLAR

SEALANT, TYP

FILL CAVITY W/ BATT INSUL

2" 4"

TOP, SLOPE 1/4" PER FOOT MIN FOR DRAINAGE

AND AWAY FROM BOX

MATCH HEIGHT OF INSUL

4" 4" 4"


REMOVE PORTION OF ROOF SYSTEMAS REQD FOR CURB INSTALLATION

6A103 A103

PLAN DETAIL3/16" = 1'-0"

1A103 A103

PLAN DETAIL3/16" = 1'-0"

2A103 A103

EXIST MAS WALL BELOW

EXIST JOISTS BELOW

DOAS UNIT, SEE MECH DWGS,

STL BEAM, SEE STRUCT DWGS

STL POST, SEE STRUCT DWGS

OPNG THROUGH ROOF

REMOVE PORTION OF ROOF

SST COVER, SLOPE 1/4" PER FT

3A103 A103

4A103 A103

PROVIDE CRICKET ASREQD, COORD WITHEXIST CONDITIONS

11A103 A113

COORD LOCATION W/ EXIST JSTS

COND UNIT, SEE MECH DWGS,COORD LOCATION W/ EXIST JSTS

REMOVE PORTION OF ROOFMEMBRANE, INSUL, ANDDECK TO ACCOMMODATEPOST INSTALLATION

MEMBRANE AND INSUL TOACCOMMODATE BEAM ANDCRICKET INSTALLATION

11A103 A113

SAFETY SWITCH MOUNTINGLOCATION, SEE ELEC DWGSFOR ADDL INFORMATION

FILE

:SC

ALE:

DATE

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-0"

01/24

/2116

:07:16

STORELEC

MECH

TOILET

OFFICE

LIVING / DINING

WORKROOM106

STAIR 2


PART BPART A

PART BPART A

JAN

STOR

ELEC

STOR

BED

BED

OFFICE

TOIL

CLINIC102

STOR

FINANCE

STOR123

8th GRADESCIENCE

121

8th GRADESCIENCE

124

8th GRADESCIENCE

120

8th GRADEMATH

118

8th GRADEMATH

1168th GRADEENGLISH

114

LOUNGE104

8th GRADEENGLISH


115


117CREATIVEWRITING

111CONF ROOM

109LRD107

1

3

2

2

3

4

13

4

1

4

3

1

4

3

1 1

2 2

3

34

1

4

3

3

1

2

3

1

1

2

4

3

STOR122

3 3

FIRST FLOOR PLAN - PART A1/8" = 1'-0"

1A101 A104

ARCHITECTURAL

A104

FIRST FLOOR DEMOLITIONPLAN - PART A

JDH

KLS

PART A

PART B

PART C

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'

1. THIS PLAN IS NOT A COMPLETE REPRESENTATION OF ALL THE EXISTINGCONDITIONS. THIS PLAN IS SCHEMATIC IN NATURE AND INTENDS TO SHOW THEGENERAL EXTENT AND LAYOUT OF THE EXISTING FACILITY.

2. REMOVE EXISTING CONSTRUCTION CLEANLY AND LEAVE EXISTINGCONSTRUCTION TO REMAIN READY TO RECEIVE NEW WORK.

3. PROVIDE TEMPORARY DUST PROTECTION AND PROTECT ADJACENT AREAS ANDSURFACES FROM DAMAGE.

GENERAL DEMOLITION NOTESREMOVE PORTION OF EXISTING CEILING AND SAVE FOR REINSTALLATION.COORD EXTEND REQUIRED WITH MECH WORK.

REMOVE EXISTING LIGHT FIXTURE AND SAVE FOR REINSTALLATION.MAINTAIN EXISTING BRANCH CIRCUIT WIRING AND CONDUIT FOR EXTENSIONTO NEW FIXTURE LOCATION.

REMOVE PORTION OF EXISTING MASONRY WALL FOR DUCT INSTALLATION,KEEP AS SMALL AS POSSIBLE, COORD WITH MECH WORK.

SAW CUT AND REMOVE PORTION OF SECOND FLOOR SLAB FOR DUCTINSTALLATION, KEEP AS SMALL AS POSSIBLE, COORD WITH MECH WORK.

REMOVE PORTION OF ROOF ASSEMBLY FOR DUCT INSTALLATION, KEEP ASSMALL AS POSSIBLE, COORD WITH MECH WORK.

DEMOLITION KEY NOTES1

2

3

4

5

DEMOLITION LEGEND:

EXISTING 2' x 4' SUSPENDEDACOUSTICAL PANEL CEILING

EXISTING LIGHT FIXTURE

REMOVE LIGHT FIXTURE

1 KEY NOTE

REMOVE HVAC DIFFUSER,SEE MECH DWGS

EXISTING SPRINKLER HEAD

EXISTING HVAC DIFFUSER

REMOVE SUSPENDEDACOUSTICAL PANEL CEILING

EXISTING 1 HR FIRE ASSEMBLY


FILE

:SC

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DATE

:TI

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-0"

01/24

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:07:47

STAIRS 3

ELEC

BOOK STORAGE

TOILET TOILET

MECH

ELEV

PART BPART A

PART BPART A

PART

CPA

RT B

PART

CPA

RT B

SPECIAL ED135


139

8th GRADEMATH

138

8th GRADEMATH

136SPECIAL ED

134

SPECIAL ED130

MULTI-PURPOSE131

STORAGE

8th GRADESCIENCE

125

8th GRADEENGLISH

126


128

3

3

1

2

4

42

2

4

1

2

34

1

3

2

4

3

1

2

11

321

3

2

3

3 11

2

1

112

FIRST FLOOR PLAN - PART B1/8" = 1'-0"

2A101 A105

ARCHITECTURAL

A105

FIRST FLOOR DEMOLITIONPLAN - PART B

JDH

KLS

PART A

PART B

PART C

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'

REMOVE PORTION OF EXISTING CEILING AND SAVE FOR REINSTALLATION.COORD EXTEND REQUIRED WITH MECH WORK.






2

3

4

5

1. SEE DRAWING A104 FOR LEGEND AND GENERAL NOTES.

GENERAL DEMOLITION NOTES

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

061/8

" = 1'

-0"

09/10

/2015

:21:16

PART

CPA

RT B

PART

CPA

RT B

OFFICE

MEDIA CENTER146

COMM

STORAGE TV ROOM142

ELEC

LECTURE148


JAN

STORAGE


150

STORAGE KILN

GIRL'S TOILET

E

ART155


153OFFICE

151

STORAGE

STORAGE

SPECIAL ED147

SPECIAL ED141

MULTI-PURPOSE143

8th GRADEENGLISH

145

3

2

13

22

13

2

1

3

51

3

22

33

COMPUTER154

1

1

2 2

3

3

1

ART157

2

11

FIRST FLOOR PLAN - PART C1/8" = 1'-0"

3A101 A106

ARCHITECTURAL

A106

FIRST FLOOR DEMOLITIONPLAN - PART C

JDH

KLS

PART A

PART B

PART C

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'









2

3

4

5

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

071/8

" = 1'

-0"

09/10

/2015

:22:29

PART

DPA

RT E

PART

DPA

RT E

STORAGE200

OFFICE202

OFFICE204 WORD

LANGUAGE206

7th GRADESCEINCE

208

PREP210

WORDLANGUAGE

203STORAGE

201

WORDLANGUAGE

205

7th GRADEENGLISH

207


209

3 1

5

2

1

3

3 1

3

2

2

2

1333 11

22

12

SECOND FLOOR PLAN - PART D1/8" = 1'-0"

1A102 A107

SECOND FLOOR PLAN - PART E1/8" = 1'-0"

2A102 A107

ARCHITECTURAL

A107

SECOND FLOOR DEMOLITIONPLAN - PARTS D AND E

JDH

KLS

PART D PART E

PART F

KEY PLAN

PART D PART E

PART F

KEY PLAN


STAIR 2

JAN

PART FPART E

PART FPART E

PART

DPA

RT E

PART

DPA

RT E

PREP210

7th GRADESCEINCE

212


214


213

7th GRADEENGLISH

211

SPECIAL ED217

7th GRADEMATH

219

7th GRADEENGLISH

223


222


LOUNGE220

SPECIAL ED218

7th GRADEENGLISH

216

SPECIAL ED226

7th GRADESCIENCE

228

4

1

3

3

2

3

2

1

1 5

2

3 13

4

1

2 2

3 3

4

2

1 1

1

5

3

2

4

5

3

3

53 1

2

1

2

3 4

1

1

3

2

2

2

12 12

1

2

1

4REMOVETACK BOARD

3

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'

5' 0 5' 10' 15'




REMOVE EXISTING LIGHT FIXTURE AND SAVE FOR REINSTALLATION.MAINTAIN EXISTING BRANCH CIRCUIT WIRING FOR EXTENSION TO NEWFIXTURE LOCATION.





2

3

4

5

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

081/8

" = 1'

-0"

09/10

/2015

:23:2

T

GIRL'S TOILET

BOY'S TOILET

JAN ELEC

STAIR 3

ELEV

PART FPART E

PART FPART E

7th GRADEMATH

234

7th GRADEMATH

236

SPEECH235 CONF ROOM

242

MULTI- PURPOSE240

7th GRADESCIENCE

232


229

ESOL227

7th GRADEMATH

225

PREP230

STORAGE

3

3

1

24

2

1

2

3

1

2

5

3

4

2

3

1

5

4

2

3

1

1

2

5

3

1

3

3

2

3

2

4

1

1

4

REMOVETACK BOARD

REMOVE TACK BOARD

SECOND FLOOR PLAN - PART F1/8" = 1'-0"

3A102 A108

ARCHITECTURAL

A108

SECOND FLOOR DEMOLITIONPLAN - PART F

JDH

KLS

PART D PART E

PART F

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'




REMOVE EXISTING LIGHT FIXTURE AND SAVE FOR REINSTALLATION.MAINTAIN EXISTING BRANCH CIRCUIT WIRING FOR EXTENSION TO NEWFIXTURE LOCATION.





2

3

4

5

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

091/8

" = 1'

-0"

01/24

/2116

:08:44

STORELEC

MECH

TOILET

OFFICE

LIVING / DINING

WORKROOM106

STAIR 2


PART BPART A

PART BPART A

JAN

STOR

ELEC

STOR

BED

BED

OFFICE

TOIL

CLINIC102

STOR

FINANCE

8'-2"±

8'-0"±

8'-4"±

8'-7"±

8'-7"±

7'-4 1/2"±

8'-5"±

STOR123

8'-7"±

8th GRADESCIENCE

121

8'-7"±

8'-4"±

6A

7'-5"±

8'-4 1/2"±

8th GRADESCIENCE

124

8th GRADESCIENCE

120

4

9

8th GRADEMATH

118

8th GRADEMATH

116

6

6

6

8th GRADEENGLISH

114

6

6

6

6666666

7'-11"±

4

LOUNGE104

8'-0"±

8'-0"±

8th GRADEENGLISH


115


117

8'-6 1/2"±

8'-6 1/2"±

8'-7"±

4

4

9

8 8

9

CREATIVEWRITING

111CONF ROOM

109LRD107

17'-6"

2

18'-2"±

2

1

4'-6"±

1'-10

"

8'-0"±8'-0"± 8'-7"±

5

5

3

3

3 4

13

2'-8"

2'-8"

2

37'-6" 7'-6"5

1 2 1

3 1

6'-0"

2'-6"±

3

5

7

7

7

7 7

7

7

1

1

3

7

7

1

7

7

7

1

1

2

2'-0"

2'-4"

2'-6"

2'-6"

5

1

7

23

1

9

5

5

8

10

7'-6"

7'-6"

7'-6"

17

3

810

8'-4 1/2"±

1

1

STOR122

12

12

12

12

12

12 12

12

12

12

12

12

12

12

12

8

10

S

REINSTALLSPEAKER

13

13

ALIGN SOFFITW/ CLG GRID

9

FIRST FLOOR PLAN - PART A1/8" = 1'-0"

1A101 A109

ARCHITECTURAL

A109

FIRST FLOOR PLAN -PART A

JDH

KLS

PART A

PART B

PART C

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'

1. PROVIDE TEMPORARY DUST PROTECTION AND PROTECTADJACENT AREAS AND SURFACES FROM DAMAGE.

2. BOX, LABEL, AND RETURN UNUSED LIGHT FIXTURES TO OWNER.

3. FINISH PAINT ALL EXPOSED NEW WALL SURFACES TO MATCHADJACENT WALLS.

4. FINISH PAINT ALL EXPOSED NEW SOFFIT SURFACES WHITE TOMATCH EXISTING SUSPENDED CEILINGS.

5. WHERE SURFACES ARE PATCHED AND EXPOSED TO VIEW,FINISH PAINT NEW WORK TO MATCH EXISTING AND FEATHERAND BLEND INTO EXISTING FINISH.

6. PROVIDE REGULAR GYP BD AT SOFFITS AND HIGH IMPACT GYPBD AT WALL SURFACES.

7. WHERE CEILING PANEL REPLACEMENT IS NECESSARY, PROVIDESTANDARD ACOUSTICAL PANELS IN CLASSROOMS AND IMPACTRESISTANT ACOUSTICAL PANELS IN CORRIDORS.

GENERAL PLAN NOTESREINSTALL EXISTING CEILING. MODIFY WHERE REQUIRED FORNEW SOFFIT. REPLACE DAMAGED CEILING PANELS TO MATCHEXISTING.

REINSTALL EXISTING LIGHT FIXTURE AND CONNECT TO EXISTINGBRANCH CIRCUIT. EXTEND EXISTING BRANCH CIRCUIT WIRING;MATCH EXISTING WIRE SIZE, CONDUIT, AND CONDUCTOR RATING.

PATCH EXISTING MASONRY WALL TO WITHIN 1" OF DUCT, FILLANNULAR SPACE AROUND DUCT WITH MINERAL WOOL SAFING, SEEDETAIL 1/A113.

PATCH EXISTING MASONRY WALL AND MAINTAIN FIRE RATING, SEEDETAIL 1A/A113.

PATCH EXISTING MASONRY WALL SO THAT GRILLE FLANGECOVERS THE GAP BETWEEN THE DUCT AND THE WALL, FILLANNULAR SPACE AROUND DUCT WITH MINERAL WOOL SAFING,COORD SIZE WITH MECH.

PROVIDE MTL STUD AND GYP BD SOFFIT, SEE DETAIL 2/A113.

REMOVE LOUVER, INSTALL INSULATED METAL PANEL, ANDREINSTALL LOUVER, SEE DETAIL 3/A113.

INSTALL INSULATED METAL PANEL BEHIND EXISTING LOUVER ANDSEAL SIMILAR TO DETAIL 3/A113. ACCESS FROM INTERIOR ABOVECEILING.

MODIFY EXISTING CEILING PANEL FOR GRILLE INSTALLATION,COORD WITH MECH.

EXISTING CLOCK WILL BE MOVED BY OWNER.

MAINTAIN AND PROTECT EXISTING DATA AND/OR POWER DROP.

EXISTING SMART BOARD WILL BE REMOVED BY OWNER TOACCOMMODATE SOFFIT INSTALLATION, AND THEN REINSTALLED.

REMOVE EXISTING SPRINKLER HEAD AND PROVIDE NEWSPRINKLER HEAD AND EXTEND PIPE TO NEW LOCATION. MATCHEXISTING SPRINKLER HEAD.

ADDITIVE BID ITEM #1 - REPLACE ALL CEILING TILES IN THIS SPACE,EXISTING GRID TO REMAIN.

EXISTING WIFI WILL BE MOVED BY OWNER.

EXISTING MOTION SENSOR WILL BE MOVED BY OWNER.

NEW WORK KEY NOTES1

2

3

4

5

6

7

8

9

6A

10

GYPSUM BOARD SOFFIT

CEILING HEIGHT ABOVEFINISH FLOOR

LEGEND:

EXISTING 2' x 4' SUSPENDEDACOUSTICAL PANEL CEILING

8'-0"

HVAC DIFFUSER,SEE MECH DWGS

SPRINKLER HEAD

EXISTING LIGHT FIXTURE

RELOCATED LIGHT FIXTURE

2' x 4' SUSPENDEDACOUSTICAL PANEL CEILING

REINSTALL / PATCH

1 KEY NOTE

11

3A

12

13

14



FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

101/8

" = 1'

-0"

01/24

/2116

:09:23

STAIRS 3

ELEC

BOOK STORAGE

TOILET TOILET

MECH

ELEV

PART BPART A

PART BPART A

PART

CPA

RT B

PART

CPA

RT B

8'-0"±8'-2"±

SPECIAL ED135


139

4

1

8'-7"±8'-7"±8'-6 1/2"±

9

8

98

7'-6"

6

6 6 6

8th GRADEMATH

138

8th GRADEMATH

136SPECIAL ED

134

2'-6"

2'-6"

3'-0"

2'-8"

1'-8"

8

8'-5"± 8'-5"± 8'-4"±

9

SPECIAL ED130

8'-5"±

6

6

4

MULTI-PURPOSE131

8'-0"±

STORAGE

8'-2"±

8'-4"±

8'-4"±

8th GRADESCIENCE

125

8th GRADEENGLISH

126


128

8'-7"±

8'-7"±

8'-7"±

6

6

GRILLE,SEE MECH

7

71

7

2

31

3A

1

7'-0"

2'-6"±

17

2

2

1

7

5

7'-6"

2

1

3

3

5'-0"

2

7'-6"

1

5

1

7

1

7'-6"7'-6"

3 22

5

1

5

2

777

1

3

7

1

2

7

32

7

5

2

1

EXISTING 2 HR RATEDMASONRY WALL

12

12

12

1212

121212

121212

8

14

9

9

FIRST FLOOR PLAN - PART B1/8" = 1'-0"

2A101 A110

ARCHITECTURAL

A110

FIRST FLOOR PLAN -PART B

JDH

KLS

PART A

PART B

PART C

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'


GENERAL PLAN NOTES

REINSTALL EXISTING CEILING. MODIFY WHERE REQUIRED FORNEW SOFFIT. REPLACE DAMAGED CEILING PANELS TO MATCHEXISTING.
















NEW WORK KEY NOTES1

2

3

4

5

6

7

8

9

6A

10

11

3A

12

13

14

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

111/8

" = 1'

-0"

01/24

/2116

:09:57

PART

CPA

RT B

PART

CPA

RT B

OFFICE

MEDIA CENTER146

COMM

STORAGE TV ROOM142

ELEC

LECTURE148


JAN

STORAGE


150

STORAGE KILN

GIRL'S TOILET

E

8'-6"±

7'-4"±

7'-11"±

8'-6"±

8

4

1

4

1

1 5

1

7

72

7 8'-7"±

7'-6"±

66 6 6

51

ART155


153OFFICE

151

8'-6 1/2"±

8'-7"±

2'-8"

7

8

STORAGE

STORAGE

89

7

21

5

7'-6"

8'-2"±

7'-6"

2'-10

"

2'-10

"

SPECIAL ED147

8'-2"±

7'-6"

8'-2"±8'-6 1/2"±SPECIAL ED

141MULTI-PURPOSE

143

8th GRADEENGLISH

145

8'-8"±8'-7 1/2"± 8'-7"±

8'-6 1/2"±

3

1

7'-4"

2

1

7'-6"17'-6"8

8

5

1 2 5

6 6 6

2'-10

"

3'-0"

±

4'-0"

±

2'-10

"

2'-10

"

2'-6"

COMPUTER154

ART157

3

ALIGN SOFFITW/ CLG GRID

2

3

7

5

2

39

7

2 3

APPROX LOCATION OFMECH UNIT ON ROOF

71

2

1

3

3

57'-6"

3

1

3A

1

2

EXISTING 2 HR RATEDMASONRY WALL

1111

12

1212

12

12

12

12

12

12

12

2'-8"±

PROTECT EXISTING WALL MURALS AS MUCH ASPOSSIBLE WHEN ABUTTING SOFFIT TO WALL. PROVIDE'L' TYPE BEAD AND SEALANT AT SOFFIT EDGE.

SIM

LOWERPROJECTORSCREEN

PROVIDE HIGH IMPACTGYP BD AT THIS SOFFIT

PROVIDE HIGH IMPACT GYP BD WITHMTL STUD FRAMING AT THIS SOFFIT

FIRST FLOOR PLAN - PART C1/8" = 1'-0"

3A101 A111

ARCHITECTURAL

A111

FIRST FLOOR PLAN -PART C

JDH

KLS

PART A

PART B

PART C

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'


GENERAL PLAN NOTES

REINSTALL EXISTING CEILING. MODIFY WHERE REQUIRED FORNEW SOFFIT. REPLACE DAMAGED CEILING PANELS TO MATCHEXISTING.
















NEW WORK KEY NOTES1

2

3

4

5

6

7

8

9

6A

10

11

3A

12

13

14

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

121/8

" = 1'

-0"

10/25

/2006

:53:41

8'-3"±

8'-7"±8'-8"±

8'-8"±

8'-8"±8'-0"±

PART

DPA

RT E

PART

DPA

RT E

4

1

STORAGE200

OFFICE202

OFFICE204 WORD

LANGUAGE206

8'-8"±

7th GRADESCEINCE

208

PREP210

8'-7"±

6 6 6 6

WORDLANGUAGE

203STORAGE

201

8'-7"±

6

66 6

8'-8"±

WORDLANGUAGE

205

4

6 6

8'-8"± 8'-8"±

7th GRADEENGLISH

207


2097 7 7

1

5

2

2'-4"

1'-8"

2'-4"

7'-6" 3

7

2'-4"

2'-6"

2'-4"35 7'-6"

2

5

7'-6"

2


7 7 7

4 2'-2

"

2'-8"

±

2'-4"

3'-0"

2'-0"1'-11"±

7

3

1

1

2

7'-6" 53

1

2

2

1

7'-6" 5

7

7

3

8

8

88

17

1717 17 17

17 17 17

17 17

17

9 9

1

9

SECOND FLOOR PLAN - PART D1/8" = 1'-0"

1A102 A112

SECOND FLOOR PLAN - PART E1/8" = 1'-0"

2A102 A112

ARCHITECTURAL

A112

SECOND FLOOR PLAN -PARTS D AND E

JDH

KLS

PART D PART E

PART F

KEY PLAN

PART D PART E

PART F

KEY PLAN


STAIR 2

JAN

PART FPART E

PART FPART E

PART

DPA

RT E

PART

DPA

RT E

PREP210

6

7th GRADESCEINCE

212

8'-8"±


214

8'-8"±

4

6 6


213

8'-8"±8'-8"±

7th GRADEENGLISH

211

4

SPECIAL ED217

8'-8"±

4

6

8'-8"±

7th GRADEMATH

219

8'-6"±

7th GRADEENGLISH

223

6 6 6

6

8'-8"±


222


LOUNGE220

8'-7"±

8'-8"±SPECIAL ED

2188'-8"±

7th GRADEENGLISH

216

4

4

SPECIAL ED226

8'-8"±

6

8'-7"±

7th GRADESCIENCE

2286

4

6A

7

2'-6"

2'-4" 2'-4"

2'-0" 1'-6"

3

13

12

2'-2"

3'-6"

13

12

1

9

2

5

2

7'-6"5


2'-4"

2'-4"

1

2

7

2

7'-6" 53

7

1

2

77

1

124'-0"

2'-0"

13

3

2'-4"

2'-4"

2'-4"

2'-6"

±2'-2"

7

1

77

2

2

7

2'-0"

4'-0"

2'-0"

2'-0"

13

1

37'-6"5

11

8'-8"±

12

1

5

7'-6"

5

2

1

3

77

7'-6"

2'-6"

5

2'-6"

2'-2"

2'-2"

13

12

14

2

2

1

12

13

3

41'-10"

1'-9"

±

2'-4"

1

7

2'-6"

1'-8"

1'-10

"

13

7'-6"

5

1

2

27

2

2

8

8

8

9

19

1

17 17

1717

17 17 17

1717

17

17

17

17 17

EXISTING SECURITYDEVICE WILL BEMOVED BY OWNER

18

18

9

21

9

8 19

9

F20

9

8

8

19

9

9

CUT EXISTING STUDS AND GYP BD AT BUMPOUT TO ACCOMMODATE DUCT INSTALLATION

9


ANGLE CORNER ASREQD FOR DUCT TOPASS WALL, KEEP ASTIGHT AS POSSIBLE

LOWER PROJECTORSCREEN

1

21

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'

5' 0 5' 10' 15'


GENERAL PLAN NOTES

REINSTALL EXISTING CEILING. MODIFY WHERE REQUIRED FOR NEWSOFFIT. REPLACE DAMAGED CEILING PANELS TO MATCH EXISTING.

REINSTALL EXISTING LIGHT FIXTURE AND CONNECT TO EXISTINGBRANCH CIRCUIT. EXTEND EXISTING BRANCH CIRCUIT WIRING; MATCHEXISTING WIRE SIZE, CONDUIT, AND CONDUCTOR RATING.

PATCH EXISTING MASONRY WALL TO WITHIN 1" OF DUCT, FILL ANNULARSPACE AROUND DUCT WITH MINERAL WOOL SAFING, SEE DETAIL 1/A113.

PATCH EXISTING MASONRY WALL SO THAT GRILLE FLANGE COVERS THEGAP BETWEEN THE DUCT AND THE WALL, FILL ANNULAR SPACE AROUNDDUCT WITH MINERAL WOOL SAFING, COORD SIZE WITH MECH.


REMOVE LOUVER, INSTALL INSULATED METAL PANEL, AND REINSTALLLOUVER, SEE DETAIL 3/A113.

INSTALL INSULATED METAL PANEL BEHIND EXISTING LOUVER AND SEALSIMILAR TO DETAIL 3/A113. ACCESS FROM INTERIOR ABOVE CEILING.

MODIFY EXISTING CEILING PANEL FOR GRILLE INSTALLATION, COORDWITH MECH.




REMOVE EXISTING SPRINKLER HEAD AND PROVIDE NEW SPRINKLERHEAD AND EXTEND PIPE TO NEW LOCATION. MATCH EXISTINGSPRINKLER HEAD.

PROVIDE MTL STUD AND GYP BD ENCLOSURE AROUND DUCT, SEEDETAIL 4/A113.

PROVIDE OPENING THROUGH FLOOR FOR DUCT PENETRATION, KEEP ASSMALL AS POSSIBLE, SEE DETAIL 5/A113.

PATCH MASONRY WALL TO MATCH EXISTING.

PROVIDE OPENING THROUGH EXTERIOR WALL FOR DUCT PENETRATION,SEE DETAIL 6/A113.

PROVIDE OPENING THROUGH ROOF FOR DUCT PENETRATION, SEEDETAIL 8/A113.


PROVIDE OPAQUE FILM ON CLASSROOM SIDE OF TRANSOM GLASS.


RELOCATE EXISTING FIRE ALARM DEVICE - PROVIDE J-BOX AND EXTENDWIRING TO NEW LOCATION, MATCH EXISTING CONSTRUCTION.

RELOCATE EXISTING POWER DROP - PROVIDE J-BOX AND EXTEND WIREMOLD AND WIRING TO CLEAR DUCT PENETRATION; MATCH EXISTINGWIRE SIZE, CONDUIT, AND CONDUCTOR RATING.

RELOCATE EXISTING POWER AND DATA IN EXISTING RACEWAY. FIELDVERIFY EXACT ROUTING OF WIRING TO CONFIRM IF ADJUSTMENT CANBE MADE IN EXISTING RACEWAY. SHORTEN LENGTH OF RACEWAY TOCLEAR CHASE WALL.

1

2

3

4

5

6

7

8

9

6A

10

11

12

13

NEW WORK KEY NOTES

14

15

16

17

18

19

20

21

22

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

131/8

" = 1'

-0"

01/24

/2116

:10:42

T

GIRL'S TOILET

BOY'S TOILET

JAN ELEC

STAIR 3

ELEV

PART FPART E

PART FPART E

7th GRADEMATH

234

7th GRADEMATH

236

SPEECH235 CONF ROOM

242

MULTI- PURPOSE240

7th GRADESCIENCE

232


229

ESOL227

6

6

6

6

7'-8"±8'-6"±

16

15

8

8'-6"±

7th GRADEMATH

225

8'-6"±

4

6A

PREP230

8'-7"±

8'-7"±

6

6

6

6

6

STORAGE

4'-0"

2'-0"

1'-10

"

2'-4"

2'-10"

7

1

12

21

2'-4"

13

3

2

1

7

7'-6"

5

5

2

2'-2"

2'-6"±

2'-8"

12

2

3 1

7'-6"

13

2

7

7'-6"

1

7

2

123

3'-2"

13

1

2'-0"

3

5

7

7

2'-0"

4'-4"

4

1

2

123

1

7 1

2

13

3

2'-8"

2'-0" 7'-6"

1'-5"

3

12

1

13

1

8

11

17

17

17

17

17

1717

17

17

17

8

9

MOVE EXIT SIGN TOFACE OF SOFFIT

8

9

19

10

F

20

2

5

17

19

9

LOWER PROJECTORSCREEN

APPROX LOCATIONOF MECH UNIT ONROOF

22

8

F 20

21

SECOND FLOOR PLAN - PART F1/8" = 1'-0"

3A102 A113

ARCHITECTURAL

A113

SECOND FLOOR PLAN -PART F

JDH

KLS

PART D PART E

PART F

KEY PLAN

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

5' 0 5' 10' 15'


GENERAL PLAN NOTES

REINSTALL EXISTING CEILING. MODIFY WHERE REQUIRED FOR NEWSOFFIT. REPLACE DAMAGED CEILING PANELS TO MATCH EXISTING.

REINSTALL EXISTING LIGHT FIXTURE AND CONNECT TO EXISTINGBRANCH CIRCUIT. EXTEND EXISTING BRANCH CIRCUIT WIRING; MATCHEXISTING WIRE SIZE, CONDUIT, AND CONDUCTOR RATING.

PATCH EXISTING MASONRY WALL TO WITHIN 1" OF DUCT, FILL ANNULARSPACE AROUND DUCT WITH MINERAL WOOL SAFING, SEE DETAIL 1/A113.

PATCH EXISTING MASONRY WALL SO THAT GRILLE FLANGE COVERS THEGAP BETWEEN THE DUCT AND THE WALL, FILL ANNULAR SPACE AROUNDDUCT WITH MINERAL WOOL SAFING, COORD SIZE WITH MECH.


REMOVE LOUVER, INSTALL INSULATED METAL PANEL, AND REINSTALLLOUVER, SEE DETAIL 3/A113.

INSTALL INSULATED METAL PANEL BEHIND EXISTING LOUVER AND SEALSIMILAR TO DETAIL 3/A113. ACCESS FROM INTERIOR ABOVE CEILING.

MODIFY EXISTING CEILING PANEL FOR GRILLE INSTALLATION, COORDWITH MECH.




REMOVE EXISTING SPRINKLER HEAD AND PROVIDE NEW SPRINKLERHEAD AND EXTEND PIPE TO NEW LOCATION. MATCH EXISTINGSPRINKLER HEAD.

PROVIDE MTL STUD AND GYP BD ENCLOSURE AROUND DUCT, SEEDETAIL 4/A113.

PROVIDE OPENING THROUGH FLOOR FOR DUCT PENETRATION, KEEP ASSMALL AS POSSIBLE, SEE DETAIL 5/A113.

PATCH MASONRY WALL TO MATCH EXISTING.

PROVIDE OPENING THROUGH EXTERIOR WALL FOR DUCT PENETRATION,SEE DETAIL 6/A113.

PROVIDE OPENING THROUGH ROOF FOR DUCT PENETRATION, SEEDETAIL 8/A113.


PROVIDE OPAQUE FILM ON CLASSROOM SIDE OF TRANSOM GLASS.


RELOCATE EXISTING FIRE ALARM DEVICE - PROVIDE J-BOX AND EXTENDWIRING TO NEW LOCATION, MATCH EXISTING CONSTRUCTION.

RELOCATE EXISTING POWER DROP - PROVIDE J-BOX AND EXTEND WIREMOLD AND WIRING TO CLEAR DUCT PENETRATION; MATCH EXISTINGWIRE SIZE, CONDUIT, AND CONDUCTOR RATING.

RELOCATE EXISTING POWER AND DATA IN EXISTING RACEWAY. FIELDVERIFY EXACT ROUTING OF WIRING TO CONFIRM IF ADJUSTMENT CANBE MADE IN EXISTING RACEWAY. SHORTEN LENGTH OF RACEWAY TOCLEAR CHASE WALL.

1

2

3

4

5

6

7

8

9

6A

10

11

12

13

NEW WORK KEY NOTES

14

15

16

17

18

19

20

21

22

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

13D

1-1/2

" = 1'

-0"

10/19

/2015

:51:49

ROOF CURB DETAILAT DUCT PENETRATIONS1-1/2" = 1'-0"

ROOF CURBDETAIL AT MECH UNIT1-1/2" = 1'-0"

EQUIPMENT SUPPORT DETAIL1-1/2" = 1'-0"

FIT DUCT INSULATION TIGHT1'-

0"

4"4"

FILL GAP AROUND DUCT W/ INSULATION

STL L FRAMING AROUND OPENING


BASE FLASHING

GASKETED FASTENERS@ 24" OC MIN TWO PER SIDE

SST FLASHING COLLAR, WELDOR SOLDER ALL JOINTS

DUCT, SEE MECH DWGS

SST CLAMPING RING SET IN FULL BED OF SEALANT

TO FLASHING COLLAR AND SEAL

1'-0"

4"

STL L FRAMING AROUND OPENING


BASE FLASHING

PREFAB INSULATED CURB

TRTD WD BLKG


METAL FLASHING

MECH UNIT, SEE MECH DWGS

GASKET

TRTD WD BLKG, MATCH

TRTD WD CURB

THK OF ADJ ROOF INSUL

REMOVE PORTION OF EXISTING DECK

2'-0"

1'-0"

8"

4" MIN 4" MIN 4" MIN6"

4" MIN 4" MIN 4" MIN 4" MIN

2 LAYERS STRIPPING

BED OF SEALANT

SHEET METAL RAIN COLLAR

DRAW BAND

SEALANT

EQUIP SUPPORT FRAMING,

AS REQD TO INSTALL POST, PATCH DECKTO CLOSE GAP AROUND POST

COLLAR AND SUPPORT1/4" CLEARANCE BTWN

SHEET METAL FLASHING COLLAR

3" M

IN

SEE STRUCT DWGS

FILL CMU SOLID W/ GROUT AT SUPPORTS

7A103 A113

8A103 A113

11A103 A113

6"±

10 1/2"± 4 3/4"±

PIPE, SEE MECH DWGS

GALVANIZEDPIPE CLAMP

PIPE SUPPORT - BASIS OF DESIGN:

POLYETHYLENE CLOSED-CELLFOAM SUPPORT WITH 16 GAUGEGALVANIZED STEEL CAP

PIPE SUPPORT DETAIL1-1/2" = 1'-0"

PROVIDE WALKWAYCADDY PYRAMID 50, MANUFACTUREDBY ERICO INTERNATIONAL, ADHERETO WALKWAY PAD WITH COMPATIBLEADHESIVE

PAD COMPATIBLE WITHEXISTING ROOF ATEACH PIPE SUPPORT

10A103 A113

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-A1

13S

3/4" =

1'-0

"12

/15/20

17:56

:04

DUCT THROUGH WALL DETAIL3/4" = 1'-0"

DUCT THROUGH WALL DETAIL3/4" = 1'-0"

INTERIOR EXTERIOR

INTERIOR INTERIOR

METAL TRIM AND SEALANT AROUND DUCT

DUCTPROVIDE METAL COVER AND TRIM

FILL SPACE AROUND DUCT W/ MINERAL

FLASHING W/ WEEP HOLES @ 16" OC

1AA110 A113

6A113 A113

1" M

AX

1" M

AX

EXISTING MASONRY WALL

IF OPNG IS WIDER THAN 16" PROVIDE 3-1/2 x3-1/2 x 5/16 STL ANGLE LINTELS FOR EA 4" OFWALL THICKNESS, 4" BEARING EACH END

FILL CMU CELLS SOLID WITH GROUTAROUND OPENING

CUT OPNG IN MAS WALL, HOLD TIGHT TO DUCT

9A103 A113

WOOL INSUL

AROUND DUCT IF EXPOSED TO VIEW

DUCT

EXISTINGMASONRY WALL

PROVIDE 3-1/2 x 3-1/2 x 5/16 STL ANGLE

CUT OPNG IN MAS WALL, HOLD TIGHT TO DUCT

LINTELS FOR EA 4" OF WALL THICKNESS,4" BEARING EACH END

FILL CMU CELLS SOLID WITH GROUTAROUND OPENING

FILL SPACE AROUND DUCT W/ MINERALWOOL INSUL

SEALANT

SOFFIT DETAIL3/4" = 1'-0"

2A109 A113

'L' TYPE BEAD & FINISHSEALANT

VARIES, SEE PLAN

DRYWALL GRID SOFFIT

MODIFY EXISTING CEILING ANDDUCT, SEE MECH DWGS

5/8" GYP BD, PAINT TO

BOTTOM OF EXISTING STL JOIST

VARI

ES7'-

6" U

ON

FRAMING @ 24" OC

2" M

IN

MATCH WALL

COMPOUND

PATCH TO MATCH EXISTING

SEALANT

DETAIL AT EXISTING LOUVER3/4" = 1'-0"

3A109 A113

2" THK INSUL MTL PANEL, FIT

SEAL ALL AROUND

REMOVE AND REINSTALL

GALV CLIPS AS REQUIRED


EXISTING MECH UNIT

EXISTING LOUVER

TO ATTACH MTL PANEL

TIGHT TO MASONRY, PAINT BLACK

DUCT ENCLOSURE DETAIL3/4" = 1'-0"

4A112 A113

VARIES, SEE PLAN

VARI

ES, S

EE P

LAN

MTL ACCESS PANEL WHERE

DUCT, SEE

2-1/2" MTL STUDS @ 16" OC MAX

5/8" GYP BD, PAINT TO MATCH

SEALANT

'L' TYPE BEAD & FINISHCOMPOUND


MECH DWGS

EXISTING WALL

REQUIRED TO ACCESS DAMPERS,SEE MECH DWGS

DUCT THROUGH FLOOR SLAB DETAIL3/4" = 1'-0"

5A112 A113

SAW CUT AND REMOVE PORTION OF

WALL BASE TO MATCH EXISTING

DUCT W/ INSULATION, SEE MECH DWGS

FIRE RATED SEALANT

FILL SPACE AROUND DUCT W/ MINERAL

2-1/2" MTL STUDS @ 16" OC MAX

5/8" GYP BD, PAINT TO MATCHEXISTING WALL

EXISTING SLAB, KEEP AS SMALL AS POSSIBLE,COORD W/ EXISTING JOIST LOCATIONS

WOOL INSUL

INSULATED CAPOVER EXISTING CURB3/4" = 1'-0"

TYPICAL AT ALL ABANDONED

16 GA SHEET MTL WITH STIFFENERS @ 16" OC

INSULATION

CURBS, SEE MECH DWGS

EXISTING CURB

GASKETED FASTENERS, MIN TWO PER SIDE

METAL FLASHING

GASKET

26 GA SST COVER WITH FLAT SEAMS, WELD OR SOLDER ALL JOINTS

GALV WIRE MESHVARIES

1A109 A113

PROVIDE FIRE RATEDSEALANT BOTHSIDES AT 1A

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-S1

011/8

" = 1'

-0"

11/02

/2014

:02:32

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

KEY PLANPART A

PART B

PART CPART D

MATC

HLIN

EPA

RT A

PART

BMA

TCHL

INE

S101

S102

MATC

HLIN

EPA

RT A

PART

BMA

TCHL

INE

S101

S102

EXISTING ROOF FRAMING PLAN -- PART A1/8" = 1'-0"

APPLICABLE CODE:VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2015 EDITION)

THE EXISTING BUILDING IS ASSUMED TO HAVE BEEN DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE BUILDING CODES APPLICABLE AT THE TIME OF ORIGINALCONSTRUCTION. THIS DESIGN IS BASED ON THE FOLLOWING DESIGN PARAMETERS:

RISK CATEGORY -------------------------------------------------------- II

LIVE LOADS:· ROOF ---------------------------------------------------------------- 30 PSF·SNOW LOADS:· GROUND SNOW LOAD (Pg) ----------------------------------- 30 PSF· FLAT-ROOF SNOW LOAD (Pf) ------------------------------- 21 PSF· SNOW EXPOSURE FACTOR (Ce) --------------------------- 1.0· IMPORTANCE FACTOR (Is) ----------------------------------- 1.0· THERMAL FACTOR (Ct) --------------------------------------- 1.0

WIND LOADS:· BASIC WIND SPEED (3-SECOND GUST) ---------------- 90 MPH· ULTIMATE WIND SPEED -------------------------------------- 115 MPH· WIND EXPOSURE FACTOR ---------------------------------- B· IMPORTANCE FACTOR (Iw) ---------------------------------- 1.0

SEISMIC:· SPECTRAL RESPONSE ACCELERATION --------------- SS 0.160g

S1 0.054g· SPECTRAL RESPONSE COEFFICIENTS ----------------- SDS 0.171g

SD1 0.087g· SITE CLASS ------------------------------------------------------- DBASIC SEISMIC-FORCE-RESISTING SYSTEM ----------------- ORDINARY REINFORCED

MASONRY SHEAR WALLS· RESPONSE MODIFICATION FACTOR (R) ---------------- 2· SEISMIC DESIGN CATEGORY ------------------------------- B· IMPORTANCE FACTOR (Ie) ------------------------------------ 1.0· ANALYSIS PROCEDURE ----------------------------- EQUIVALENT LATERAL FORCE

STRUCTURAL STEEL:· STRUCTURAL WIDE FLANGE SHAPES: ASTM A-992· STEEL ANGLES, CHANNELS AND PLATES: ASTM A-36· HOLLOW STEEL SECTIONS (HSS): ASTM A500, GRADE B· ANCHOR BOLTS: ASTM F-1554, GRADE 36· BOLTS FOR BOLTED CONNECTIONS: ASTM A-325· FOR CONNECTIONS NOT DETAILED OR NOTED, DESIGN CONNECTIONS IN

ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL (2010).· ALL EXTERIOR STRUCTURAL SHAPES, PLATES, BARS, AND BOLTS ARE TO BE

HOT-DIP GALVANIZED WITH ZINC RICH COATING.· PROVIDE MISCELLANEOUS STEEL FRAMING AT OPENINGS, EQUIPMENT SUPPORTS

AND OTHER ITEMS REQUIRED BY THE WORK OF OTHER TRADES.· STRUCTURAL STEEL WORK SHALL COMPLY WITH AISC SPECIFICATION STRUCTURAL

STEEL BUILDING (2010).

MASONRY:· FILL BLOCK CELLS SOLID WITH CONCRETE GROUT AT ANCHORS. CONCRETE

GROUT SHALL HAVE f'c = 2500 psi WITH 1/2" MAX AGGREGATE SIZE.

COORDINATION:· SEE ARCHITECTURAL, MECHANICAL, PLUMBING, CIVIL, AND ELECTRICAL DRAWINGS

FOR ADDITIONAL OPENINGS, SLEEVES, EQUIPMENT PADS, CURBS, DEPRESSIONS,INSERTS, AND OTHER EMBEDDED ITEMS.

· THE SIZES AND LOCATIONS OF ALL ROOF AND FLOOR OPENINGS, EQUIPMENT PADS,AND MECHANICAL EQUIPMENT SUPPORTS MUST BE VERIFIED AGAINST PURCHASEDEQUIPMENT AND ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICALCOORDINATED SHOP DRAWINGS.

EXISTING CONDITIONS:· CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO

FABRICATION OF ANY ITEM.

STRUCTURAL GENERAL NOTES

63'-8

"±

1'-0"

±23

'-4"±

8"±

12'-6

"±8"

±24

'-6"±

1'-0"

±

EXIST LOAD-BEARINGMASONRY WALL




STRUCTURAL

S101

EXISTING ROOF FRAMING PLAN- PART A

BGC

JAS

EXIST 12"± STEEL JOISTS@ 4'-0"± O.C.


COND #1

DOAS #1


· INDICATES 1-1/2"± EXISTING METAL DECK

· SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS

PLAN NOTES:

1' 6" 0 1' 2'

3/4" = 1'-0"

5' 0 5' 10' 15'

1/8" = 1'-0"

5' 3' 1' 0 5'

1/4" = 1'-0"

BS101 S101

AS101 S101

N

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-S1

01S

3/4" =

1'-0

"10

/29/20

09:33

:28

FULL DEPTH WELDED CONNECTIONAT EACH SIDE & EACH END OF BEAM

EXIST METALROOF DECK TOP & BOTTOM

12" MAX

W8, SEE PLAN

COORDINATE LOCATION OFPIPE & BASE PLATE TO AVOIDJOIST BEARING PLATES

PIPE, SEE PLAN

SECTION3/4" = 1'-0"

1S101 S101

6" M

IN

3/16

⅊ 3/8 x 6-1/2 x 0'-6-1/2"

TOP & BOTTOM3/16

℄ PIPE

W8, SEE PLAN

TOP

OF E

XIST

ING

CMU

WAL

L

L3x3x1/4

℄ W8 BEAM


EXIST METALROOF DECK

TOP & BOTTOM

12" MAX

W8, SEE PLAN


PIPE, SEE PLAN

SECTION3/4" = 1'-0"

2S101 S101

3/16

⅊ 3/8 x 6-1/2 x 0'-6-1/2"

TOP & BOTTOM3/16

℄ PIPE

W8, SEE PLAN

TOP

OF E

XIST

ING

CMU

WAL

L

L3x3x1/4

℄ W8 BEAM

2'-0"

3/16

3/16

FILL CMU CORES SOLID W/GROUT THREE COURSEBELOW BASE ⅊


FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-S1

01P

1/4" =

1'-0

"11

/02/20

14:02

:09

P1BP1

P1BP1

P1BP1

P1BP1

W8X18W8X18

W8X18

P1BP1

P1BP1

P1BP1

P1BP1

W8X18

W8X18

W8X18

W8X

18

W8X

18

W8X

18

W8X

18

COORDINATE W/PURCHASED EQUIPMENT

5'-0"

MAX

COOR

DINA

TE W

/ PUR

CHAS

ED E

QUIP

MENT

VARI

ES, S

EE P

LAN

8"±

8"±

EXIST STEELJOIST, SEE PLAN

MECH UNIT. VERIFYBEARING REQUIREMENTSWITH EQUIPMENTMANUFACTURER

EXIST LOAD BEARINGMASONRY WALL,TYP

SEE TYPICAL OPENING /EQUIPMENT SUPPORTDETAIL, TYP

W8X18

VARI

ES, S

EE P

LAN

8"±

8"±


COOR

DINA

TE W

/PU

RCHA

SED

EQUI

PMEN

T

2S101 S101

TYP

EXIST STEEL JOIST,SEE PLAN

EXIST LOAD BEARINGMASONRY WALL, TYP

MECH UNIT. VERIFY BEARINGREQUIREMENTS WITH EQUIPMENTMANUFACTURER

W8X18

L3x3x1/4, WELD TOUNDERSIDE OF W8TOP FLANGES, TYP

1S101 S101

TYP

PARTIAL FRAMING PLAN1/4" = 1'-0"

BS101 S101


AS101 S101

· P1 INDICATES PIPE 4 STD

· BP1 INDICATES BASE ⅊3/8 x 6 x 0'-10"

PARTIAL PLAN NOTES· P1 INDICATES PIPE 4 STD


PARTIAL PLAN NOTES


FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-S1

011/8

" = 1'

-0"

11/02

/2014

:02:32

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021


PROJECT STATUS


BID SET



MAKE-UP AIRSYSTEM

INSTALLATION




11-2-2020

KEY PLANPART A

PART B

PART CPART D

MATC

HLIN

EPA

RT A

PART

BMA

TCHL

INE

S101

S102

MATC

HLIN

EPA

RT A

PART

BMA

TCHL

INE

S101

S102

EXISTING ROOF FRAMING PLAN -- PART A1/8" = 1'-0"

APPLICABLE CODE:VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2015 EDITION)

THE EXISTING BUILDING IS ASSUMED TO HAVE BEEN DESIGNED AND CONSTRUCTED INACCORDANCE WITH THE BUILDING CODES APPLICABLE AT THE TIME OF ORIGINALCONSTRUCTION. THIS DESIGN IS BASED ON THE FOLLOWING DESIGN PARAMETERS:

RISK CATEGORY -------------------------------------------------------- II

LIVE LOADS:· ROOF ---------------------------------------------------------------- 30 PSF·SNOW LOADS:· GROUND SNOW LOAD (Pg) ----------------------------------- 30 PSF· FLAT-ROOF SNOW LOAD (Pf) ------------------------------- 21 PSF· SNOW EXPOSURE FACTOR (Ce) --------------------------- 1.0· IMPORTANCE FACTOR (Is) ----------------------------------- 1.0· THERMAL FACTOR (Ct) --------------------------------------- 1.0

WIND LOADS:· BASIC WIND SPEED (3-SECOND GUST) ---------------- 90 MPH· ULTIMATE WIND SPEED -------------------------------------- 115 MPH· WIND EXPOSURE FACTOR ---------------------------------- B· IMPORTANCE FACTOR (Iw) ---------------------------------- 1.0

SEISMIC:· SPECTRAL RESPONSE ACCELERATION --------------- SS 0.160g

S1 0.054g· SPECTRAL RESPONSE COEFFICIENTS ----------------- SDS 0.171g

SD1 0.087g· SITE CLASS ------------------------------------------------------- DBASIC SEISMIC-FORCE-RESISTING SYSTEM ----------------- ORDINARY REINFORCED

MASONRY SHEAR WALLS· RESPONSE MODIFICATION FACTOR (R) ---------------- 2· SEISMIC DESIGN CATEGORY ------------------------------- B· IMPORTANCE FACTOR (Ie) ------------------------------------ 1.0· ANALYSIS PROCEDURE ----------------------------- EQUIVALENT LATERAL FORCE

STRUCTURAL STEEL:· STRUCTURAL WIDE FLANGE SHAPES: ASTM A-992· STEEL ANGLES, CHANNELS AND PLATES: ASTM A-36· HOLLOW STEEL SECTIONS (HSS): ASTM A500, GRADE B· ANCHOR BOLTS: ASTM F-1554, GRADE 36· BOLTS FOR BOLTED CONNECTIONS: ASTM A-325· FOR CONNECTIONS NOT DETAILED OR NOTED, DESIGN CONNECTIONS IN

ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL (2010).· ALL EXTERIOR STRUCTURAL SHAPES, PLATES, BARS, AND BOLTS ARE TO BE

HOT-DIP GALVANIZED WITH ZINC RICH COATING.· PROVIDE MISCELLANEOUS STEEL FRAMING AT OPENINGS, EQUIPMENT SUPPORTS

AND OTHER ITEMS REQUIRED BY THE WORK OF OTHER TRADES.· STRUCTURAL STEEL WORK SHALL COMPLY WITH AISC SPECIFICATION STRUCTURAL

STEEL BUILDING (2010).

MASONRY:· FILL BLOCK CELLS SOLID WITH CONCRETE GROUT AT ANCHORS. CONCRETE

GROUT SHALL HAVE f'c = 2500 psi WITH 1/2" MAX AGGREGATE SIZE.

COORDINATION:· SEE ARCHITECTURAL, MECHANICAL, PLUMBING, CIVIL, AND ELECTRICAL DRAWINGS

FOR ADDITIONAL OPENINGS, SLEEVES, EQUIPMENT PADS, CURBS, DEPRESSIONS,INSERTS, AND OTHER EMBEDDED ITEMS.

· THE SIZES AND LOCATIONS OF ALL ROOF AND FLOOR OPENINGS, EQUIPMENT PADS,AND MECHANICAL EQUIPMENT SUPPORTS MUST BE VERIFIED AGAINST PURCHASEDEQUIPMENT AND ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICALCOORDINATED SHOP DRAWINGS.

EXISTING CONDITIONS:· CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO

FABRICATION OF ANY ITEM.

STRUCTURAL GENERAL NOTES

63'-8

"±

1'-0"

±23

'-4"±

8"±

12'-6

"±8"

±24

'-6"±

1'-0"

±





STRUCTURAL

S101

EXISTING ROOF FRAMING PLAN- PART A

BGC

JAS



COND #1

DOAS #1


· INDICATES 1-1/2"± EXISTING METAL DECK

· SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS

PLAN NOTES:

1' 6" 0 1' 2'

3/4" = 1'-0"

5' 0 5' 10' 15'

1/8" = 1'-0"

5' 3' 1' 0 5'

1/4" = 1'-0"

BS101 S101

AS101 S101

N

FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-S1

01S

3/4" =

1'-0

"10

/29/20

09:33

:28


EXIST METALROOF DECK TOP & BOTTOM

12" MAX

W8, SEE PLAN


PIPE, SEE PLAN

SECTION3/4" = 1'-0"

1S101 S101

6" M

IN

3/16

⅊ 3/8 x 6-1/2 x 0'-6-1/2"

TOP & BOTTOM3/16

℄ PIPE

W8, SEE PLAN

TOP

OF E

XIST

ING

CMU

WAL

L

L3x3x1/4

℄ W8 BEAM


EXIST METALROOF DECK

TOP & BOTTOM

12" MAX

W8, SEE PLAN


PIPE, SEE PLAN

SECTION3/4" = 1'-0"

2S101 S101

3/16

⅊ 3/8 x 6-1/2 x 0'-6-1/2"

TOP & BOTTOM3/16

℄ PIPE

W8, SEE PLAN

TOP

OF E

XIST

ING

CMU

WAL

L

L3x3x1/4

℄ W8 BEAM

2'-0"

3/16

3/16



FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-S1

01P

1/4" =

1'-0

"11

/02/20

14:02

:09

P1BP1

P1BP1

P1BP1

P1BP1

W8X18W8X18

W8X18

P1BP1

P1BP1

P1BP1

P1BP1

W8X18

W8X18

W8X18

W8X

18

W8X

18

W8X

18

W8X

18


5'-0"

MAX

COOR

DINA

TE W

/ PUR

CHAS

ED E

QUIP

MENT

VARI

ES, S

EE P

LAN

8"±

8"±

EXIST STEELJOIST, SEE PLAN

MECH UNIT. VERIFYBEARING REQUIREMENTSWITH EQUIPMENTMANUFACTURER

EXIST LOAD BEARINGMASONRY WALL,TYP

SEE TYPICAL OPENING /EQUIPMENT SUPPORTDETAIL, TYP

W8X18

VARI

ES, S

EE P

LAN

8"±

8"±


COOR

DINA

TE W

/PU

RCHA

SED

EQUI

PMEN

T

2S101 S101

TYP

EXIST STEEL JOIST,SEE PLAN

EXIST LOAD BEARINGMASONRY WALL, TYP

MECH UNIT. VERIFY BEARINGREQUIREMENTS WITH EQUIPMENTMANUFACTURER

W8X18


1S101 S101

TYP


BS101 S101


AS101 S101

· P1 INDICATES PIPE 4 STD


PARTIAL PLAN NOTES· P1 INDICATES PIPE 4 STD


PARTIAL PLAN NOTES


FILE

:SC

ALE:

DATE

:TI

ME:

7350

8-S1

011/8

" = 1'

-0"

11/02

/2014

:02:32

PROJECT TITLE


DRAWN BY

CHECKED BY

DATE

DRAWING TITLE

DRAWING NUMBER

1-25-2021

G A U T H I E RA L V A R A D OA S S

irving middle school make-up air system …hvac heating/ventilating/air conditioning hw hot water id...

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