spotsylvania county public schools 7409 brock road ... · spotsylvania, va 22553 march 22, 2016...

PROJECT SITE

PROJECT AREA

AREA EXISTING BUILDING: 4,900 SQ FTAREA PROPOSED ADDITION: 114 SQ FT

THIS BUILDING IS DESIGNED TO BE COMPLIANT WITH THE 2012 EDITION OF THE VIRGINIAUNIFORM STATEWIDE BUILDING CODE, PART II, REHABILITATION (VRC) LEVEL 3ALTERATIONS (VRC 505.1) AND COMPLIANCE WITH CHAPTER 9 AND CHAPTERS 7 & 8

THE ASSAD 2010 ACCESSIBILITY STANDARDS

BUILDING USE GROUP:

CONSTRUCTION TYPE:

SEISMIC DESIGN CATEGORY:

FIRE SUPPRESSION:

BUSINESS GROUP - B (VCC 304)

TYPE II B

CATEGORY II (VCC TABLE 1604.5)

NON-SPRINKLERED

FIRE RESISTANCE RATING (IN HOURS)

PRIMARY STRUCTURAL FRAME

BEARING WALLS (EXTERIOR)

EXTERIOR WALLS WITH FIRE SEPARATIONDISTANCE > 30' (VCC TABLE 602)

NONBEARING WALLS (EXTERIOR)

FLOOR CONSTRUCTION & SECONDARY MEMBERS

ROOF CONSTRUCTION & SECONDARY MEMBERS

VCC TABLE 601

0

0

0

0

0

0

1 FIRE PROTECTION - AUTOMATIC SPRINKLER SYSTEM NOT REQUIRED PER VRC 804.2.2

EXISTING BUILDING HEIGHT: 14'-0"PROPOSED ADDTION BUILDING HEIGHT: 12'-0"

GENERAL DRAWINGSG001 COVER SHEETG101 LIFE SAFETY PLAN / LEGEND / NOTES

DEMOLITION DRAWINGSDA101 OVERALL DEMOLITION FLOOR PLAN

ARCHITECTURAL DRAWINGSA001 LEGENDS, SYMBOLS, ABBREVIATIONS, PARTITION TYPESA101 OVERALL FLOOR PLANA130 ROOF PLANA201 REFLECTED CEILING PLANS / DETAILSA401 BUILDING ELEVATIONS

FURNITURE DRAWINGSF101 FURNITURE PLAN - FOR REFERENCE ONLY

STRUCTURAL DRAWINGSS100 GENERAL STRUCTURAL NOTES, QUALITY ASSURANCE NOTES, AND LINTELSS101 FOUNDATION PLAN, ROOF FRAMING PLANS, AND SECTIONS

MECHANICAL DRAWINGSM001 MECHANICAL COVER SHEETDM101 MECHANICAL DEMOLITION PLANM101 MECHANICAL PLANM201 MECHANICAL DETAILS AND SCHEDULES

PLUMBING DRAWINGSP001 PLUMBING NOTES, SCHEDULES, LEGENDPD101 PLUMBING DEMOLITION FLOOR PLANP101 PLUMBING FLOOR PLAN NEW WORKP201 PLUMBING DIAGRAMS

ELECTRICAL DRAWINGSE001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS, SYMBOLS & DRAWING LISTED101 ELECTRICAL DEMOLITION FLOOR PLANE101 LIGHTING NEW WORK - FLOOR PLANE201 POWER NEW WORK - FLOOR PLANE301 ELECTRICAL RISER DIAGRAMS & DETAILSE401 ELECTRICAL SCHEDULES AND DETAILS

DRAWING INDEX

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Material included herein is covered by copyright. Use of this work in whole or inpart is forbidden without the expressed written consent of BCWH, Inc.

1840 West Broad Street

Suite 400

Richmond, Virginia 23220

www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:

VICINITY MAPSPROJECT DATA

BCWH Architects

ARCHITECT1840 West Broad St, Suite 400Richmond, Virginia 23220804-788-4774

COUNTY APPROVAL STAMP

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G001

COVER SHEET

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2015.46

FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS

7409 Brock RoadSpotsylvania, VA 22553

MARCH 22, 2016CONSTRUCTION DOCUMENTS

SPOTSYLVANIA COUNTY PUBLIC SCHOOLS7409 Brock Road Spotsylvania, VA 22553MARCH 22, 2016 CONSTRUCTION DOCUMENTS

DMWPV

STRUCTURAL ENGINEER1025 Boulders Parkway Ste 310Richmond, Virginia 23225804-323-0656

WEIGAND ASSOCIATES

MPE ENGINEER20270 Goldenrod Lane, Ste 200Germantown, Maryland 20876301-540-9060

FRO

NT

YAR

D

30' -

0"

FAMILYRESOURCE

CENTERR.E. LEE ELEMTARY SCHOOL

EXISTING BUILDING

PROPOSED ADDITIONSIDE YARD

10' - 0"

SITE INFORMATION:

APN: 47-A-154

ZONING: RU

MINIMUM SETBACKS:FRONT YARD: 30 FEETSIDE YARD: 10 FEETREAR YEAD: 35 FEET

A

4

2

3

1

390 SF

CHILD FIND42

292 SF

SHARED OFFICE33

412 SF

PARENTRESOURCE

52212 SF

OFFICE31

TOILET117

259 SF

WORK ROOM30

143 SF

OFFICE21

145 SF

OFFICE21

137 SF

CONFERENCE96

107 SF

OFFICE21

108 SF

OFFICE21

734 SF

TRAINING4930

125 SF

TRAININGKITCHEN

20

TOILET107

TOILET106

114 SF

ENTRY VESTIBULE101

0.9

0.7

A.1 A.2

535 SF

LIBRARY /WAITING

68

188 SF

OFFICE21

EXIS

TIN

G B

UIL

DIN

G

71' -

5"

ADD

ITIO

N

8' -

6"

FEC

T.D.=67' - 6"

T.D.=56' - 0"

T.D.=43' - 0"

T.D.=40' - 0"

4 3

1

632 SF

170 170

170

340

USE GROUP

USE GROUP B

BUSINESS OCCUPANCY

OVERALL TOTAL

AREA OCCUPANCY

4,900 GSF 49

49

DESIGN OCCUPANT LOAD

1 BUSINESS AREA = 100NSF / OCCUPANT2 SMALL ASSEMBLY SPACES (VCC 303.1.2.2) A ROOM OR SPACE USED FOR ASSEMBLY

PURPOSES THAT IS LESS THAN 750 SQ FT IN AREA AND ACCESSORY TO ANTOEHROCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THATOCCUPANCY.

NOTES (PER VCC TABLE 1004.12):1 TWO (2) EXITS PROVIDED PER VCC 1021.2 AND VCC TABLE 1021.2(2). MAXIMUM EXIT

TRAVEL DISTANCE EXCEEDS 75 FEET

NOTES:

CIRCLE: PROGRAM OCCUPANCY LOADSQUARE: TABULATED CODE OCCUPANCY LOAD

TRAVEL DISTANCE

Room name

150 SF

3024

DOOR EGRESS CAPACITY (PER VCC 2012 1005.3.2)

FIRE SAFETY PLAN LEGEND

2 MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR USE GROUP B (WITHOUT SPRINKLERSYSTEM) IS 200 FEET (VCC TABLE 1016.2)

3 MAXIMUM COMMON PATH OF TRAVEL DISTANCE IS 75 FEET FOR OCCUPANCY LOADSGREATER THAN 30 (VCC TABLE 1014.3)

4 CORRIDOR FIRE RESISTANCE RATING 0 HOURS FOR CORRIDOR SERVING OCCUPANTLOAD OF 30 OR FEWER (VCC TABLE 1018.1)

5 CORRIDOR WIDTH: 44 INCHES MINIMUM; 36 INCHES IF REQUIRED OCCUPANCYCAPACITY LESS THAN 50 (VCC TABLE 1018.2)

6 EGRESS WIDTH PER OCCUPANT SERVED: DOORS (CLEAR WIDTH) 0.2 (VCC 1005.3.2)34-INCHES CLEAR WIDTH = 170 OCCUPANTS

T.D.=x' - x"

170

PLUMBING FIXTURE COUNTS

1 WATER CLOSETS (B) : 1 PER 25 FIR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDEREXCEEDING 50

NOTES PER VPC 403.1 TABLE 403.1 :

2 LAVATORIES (B) : 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDEREXCEEDING 80

3 DRINKING FOUNTAIN (B) : 1 PER 1004 PER VPC 403.1 : ONE (1) SERVICE SINK PROVIDED5 ADDITIONAL WATER CLOSET AND LAVATORY PROVIDED AT TOILET ROOM 117

BUSINESS

WATER CLOSETS LAVATORIES DRINKING FOUNTAIN

MALE FEMALE MALE FEMALE

49 1.0 1.0 0.625 0.625 .5

REQUIRED 1.0 1.0 1.0 1.0 1.0

PROVIDED 1.0 1.0 1.0 1.0 1.0

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Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:


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G101

LIFE SAFETY PLAN / LEGEND /NOTES

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2015.46




1" = 50'-0"G1012 Site Plan Image

1/8" = 1'-0"G1011 LIFE SAFETY PLAN

GENERAL DEMOLITION NOTES1 DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED U.N.O., REMOVAL

OF PARTITIONS INCLUDES REMOVAL OF ALL ITEMS FIXED TO PARTITIONS (DOORS,CASEWORK, ELECTRICAL, PLUMBING, ETC). EXTENT OF SELECTIVE DEMOLITION SHALLBE AS REQUIRED FOR INSTALLATION OF NEW WORK. EXISTING WORK TO REMAIN, IFDAMAGED BY DEMOLITION OPERATIONS, SHALL BE REPAIRED TO MATCH ORIGINALSURFACE CONDITION OR AS INDICATED IN THE DRAWINGS.

2 PRIOR TO REMOVAL OR MODIFICATION OF WALLS OR OTHER LOAD BEARINGELEMENTS, THE ACTUAL SIZE AND LOCATION OF THE STRUCTURAL COMPONENTS ANDLOAD BEARING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR BY MEANS OFSELECTIVE DEMOLITION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEEROF ANY UNUSUAL OR HAZARDOUS CONDITION INCLUDING BUT NOT LIMITED TOCRACKS, OR LOOSE ELEMENTS AND COMPONENTS.

3 CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIREDTO SAFELY SUPPORT ALL LOADS, INCLUDING ROOF LOADS, AND TO MAINTAINEXISTING FRAMING TO REMAIN IN ITS EXISTING LOCATION WHILE MAKINGMODIFICATIONS REQUIRED UNDER THIS CONTRACT.

4 REFERENCE CIVIL DRAWINGS FOR REMOVAL OF ALL SITE ELEMENTS INCLUDING, BUTNOT LIMITED TO WALKS, ROADS, PAVED AREAS, UTILITIES, GRADING ANDLANDSCAPING.

5 REFERENCE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR REMOVAL OFALL EQUIPMENT, FIXTURES, WIRING, PIPING, ETC. ABANDONED PIPING AND CONDUITSHALL BE CAPPED IN CONCEALED LOCATIONS AFTER BEING SECURED IN PLACE.

6 TYPICAL DEMOLITION, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS:A WALLS/PARTITIONS: REMOVE ENTIRELY WHERE SHOWN DASHED. WHERE WALLS ARE

INDICATED TO REMAIN, REMOVE ALL ITEMS MOUNTED TO WALL. AT INTERSECTIONSOF ONE OR MORE WALLS TO BE REMOVED OR WHERE NEW DOOR AND WINDOWOPENINGS ARE CUT, REPAIR REMAINING EXPOSED MASONRY SURFACES BYTOOTHING NEW MASONRY INTO EXISTING COURSING AND/OR REPAIR SURFACE OFDRYWALL TO ACHIEVE A "AS NEW" CONDITION. WHERE FRAMES, LINTELS, ANDPORTIONS OF EXISTING MASONRY WALLS ARE TO BE REMOVED, REPAIR WALLS BYTOOTHING IN MASONRY. WHERE PARTITIONS EXTEND BELOW FLOOR, REMOVEPARTITIONS TO 8" MINIMUM BELOW FLOOR AND REPAIR EXISTING SLAB. WHERE NEWPARTITIONS ARE SCHEDULED TO BE INSTALLED AT SAME LOCATION AS REMOVEDPARTITION REFERENCE STRUCTURAL DRAWINGS FOR DETAILS.

B WALL BASE: REMOVE BASE MATERIAL FROM ALL WALLS/PARTITIONS INCLUDING ALLOF THOSE EXISTING TO REMAIN. PATCH EXISITNG SURFACES AS REQUIRED TORECEIVE NEW BASE MATERIAL.

C FLOORS: REMOVE IN ITS ENTIRETY RESILIENT FLOORING (VINYL COMPOSTION TILE,RESILIENT SHEET FLOORING), SYNTHETIC RUBBER FLOORING, CARPET AND MASTIC.EXISTING FLOORS TO RECEIVE NEW FINISHES SHALL BE PREPARED AS REQUIRED(STRIPPING, GRINDING, FLASH PATCHING, ETC) TO RECEIVE NEW FINISHES.COORDINATE WITH FINISH SCHEDULE. REFERENCE SPECIFICATIONS FOR ASBESTOSCONTAINING MATERIAL ABATEMENT.

D CEILINGS AND BULKHEADS: UNLESS NOTED OTHERWISE REMOVE ALL SUSPENDEDACOUSTIC CEILINGS AND GRID SYSTEM, EXISTING DRYWALL/PLASTER CEILINGS ANDSUPPORT ITEMS.

E ANY FURNISHINGS AND BUILT-IN EQUIPMENT, LEFT IN PROJECT AREA AT TIME OFTURNOVER TO CONTRACTOR SHALL BE REMOVED BY THE CONTRACTOR. ITEMS TO BESURPLUSED BY THE OWNER SHALL BE TAGGED FOR REMOVAL AND SHALL BEREMOVED AND DELIVERED TO THE OWNER BY CONTRACTOR.

F WINDOWS: REMOVE WINDOW UNITS COMPLETELY INCLUDING BUT NOT LIMITED TODOORS, CASING/TRIM, BLOCKING, BLINDS, CAULKING, ANCHORAGE DEVICES, ETC.REFER TO SPECIFICATIONS FOR HAZARDOUS MATERIAL MANAGEMENT / DISPOSAL.

8 ALL DIMENSIONS SHOWN IN DEMOLITION PLANS ARE TO FINISHED FACE OF NEWOPENING U.N.O. CONTRACTOR TO COORDINATE EXTENT OF DEMO NECESSARY WITHNEW WORK.

9 GRIND SMOOTH AND PATCH EXISTING FLOOR WITH FLOOR LEVELING COMPOUND ANDAS REQUIRED IN ALL AREAS WHERE ADJACENT SLABS ARE NOT LEVEL AFTERREMOVAL OF WALLS. PREPARE FOR INSTALLATION OF NEW FINISHES.

10 AT ALL LOCATIONS WHERE THE EXTERIOR ENVELOPE IS BEING DEMOLISHED, THECONTRACTOR SHALL PROVIDE SECURITY CLOSURE AND WEATHER PROTECTION INORDER TO SECURE THE BUILDING AND PROTECT IT AGAINST THE ELEMENTS.

INDICATES EXISTING DOOR AND HARDWARE TO BE REMOVED, EXISTINGFRAME TO REMAIN.

INDICATES EXISTING DOOR, HARDWARE AND FRAME TO BE REMOVED.

REMOVE EXISTING CONCRETE SLAB COMPLETELY. SAW CUT SLAB EDGE.SLAB REMOVAL INCLUDES COMPLETE REMOVAL OF FINISH MATERIAL INITS ENTIRETY. AREAS OF SLAB REMOVAL ARE APPROXIMATE.REFERENCE STRUCTURAL DRAWINGS FOR SLAB REPLACEMENTDETAILS.

INDICATES EXISTING PARTITION WALL TO BE REMOVED. REFER TOARCHITECTURA PLANS FOR EXACT LOCATION. WHERE EXISTING WALL ISREMOVED TO ACOMMODATE NEW WINDOWS, INSTALL NEW LINTEL. REFERTO STRUCTURAL DETAIL FOR LINTEL INSTALLATION.

INDICATES EXISTING WINDOW TO BE REMOVED, REFER TOARCHITECTURAL PLANS FOR ADDITIONAL SCOPE.

INDICATES EXISTING WALL TO REMAIN

DEMOLITION LEGEND

A

4

2

3

1

01

5' - 4" 25' - 4"

5' -

4"6'

- 8"

01

02

03

04

05

06

06

06

07

08

09

09

10

06

1111

1213 14

15

16

17

02 02

02

02

02

02

11' - 3"1'

- 2"

2' -

4"

18

18

18

18

DEMOLITION - SPECIAL CONSIDERATIONS

1 REMOVE AND DISPOSE OF ASBESTOS-CONTAINING MATERIALS IN ACCORDANCE WITHALL LOCAL, STATE AND FEDERAL LAWS.

2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING A PROJECT APPROACHFOR ABATEMENT AND HAZARDOUS MATERIALS MANAGEMENT BY COORDINATINGWITH THEIR SUBCONTRACTORS PERFORMING THE COMPONENTS OF THE CONTRACT.THE SPECIFIC WORK TECHNIQUES AND PRACTICES SELECTED TO EXECUTE THECONTRACT WILL DETERMINE THE ABATEMENT MEASURES. THE PROJECT APPROACHSHALL BE BASED ON HISTORICAL DATA, EXPERIENCE WITH PROJECTS OF SIMILARSCOPE, REQUIREMENTS OF THE SCOPE OF WORK FOR ASBESTOS CONTAININGABATEMENT AND HAZARDOUS MATERIALS MANAGEMENT, REQUIREMENTS OFREGULATORY AGENCIES, AND APPLICABLE CODES.

3 IF SUSPECT ASBESTOS CONTAINING MATERIAL IS FOUND OR UNCOVERED DURINGTHE COURSE OF THE PROJECT. THE CONTACTOR SHALL NOTIFY THE ARCHITECT ANDOWNER IMMEDIATELY.

4 ASBESTOS-CONTAINING MATERIALS MAY BE PRESENT IN OTHER AREAS OF THEBUILDING WHERE WORK IS BEING PERFORMED. THE CONTRACTOR IS RESPONSIBLETO ENSURE THAT ANY REMAINING ASBESTOS-CONTAINING MATERIALS ARE NOTDISTURBED OR DAMAGED, AND WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATEDWITH CLEAN-UP AND CLEARANCE OF THE BUILDING DUE TO DISTURBANCE ORDAMAGE TO ASBESTOS-CONTAINING MATERIALS NOT INCLUDED IN THE SCOPE OFWORK.

AN ASBESTOS INSPECTION WAS PERFORMED AND ASBESTOS-CONTAINING MATERIALSWERE IDENTIFIED AND KNOW TO EXIST ON THIS PROJECT. THE SAMPLING REPORT ISINCLUDED IN THE SPECIFICATIONS.

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Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:


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DA101

OVERALL DEMOLITION FLOORPLAN

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SHEET KEYNOTES

1/4" = 1'-0"DA1011 DEMOLITION PLAN

01 REMOVE PORTION OF EXISTING WALL FOR NEW WINDOW - REF STRUCTURALDWGS FOR ADDITIONAL NOTES

02 REMOVE EXISTING WINODW & FRAME IN ITS ENTIRETY - PREP WINDOW OPENINGTO RECIEVE NEW WINDOW

03 REMOVE EXISTING WINDOW / FRAME / CMU SILL IN ITS ENTIRETY - REFER TO A101FOR NEW WORK

04 REMOVE EXISTING ALUMINUM STOREFRONT ENTRY IN ITS ENTIRETY05 REMOVE EXISTING SOFFIT / CEILING IN ITS ENTIRETY INCLUDING BUT NOT

LIMITED TO SUPPORT FRAMING06 REMOVE EXISTING PLUMBING FIXTURES IN ITS ENTIRETY - REFER TO PLUMBING

DRAWINGS FOR ADDITIONAL SCOPE. REMOVE ALL EXISTING TOILETACCESSORIES.

07 EXISTING BULDING NETWORK SERVER RACK - OWNER TO REMOVE ANDREINSTALL - REFER TO A101 FOR NEW LOCATION AND ELECTRICAL DRAWINGS -COORDINATE WORK WITH OWNER.

08 EXISTING FIRE ALARM CONTROL PANEL TO BE RELOCATED - REFER TOELECTRICAL DRAWINGS FOR NEW LOCATION AND ADDITIONAL SCOPE.

09 EXISTING RAIN LEADER TO REMAIN - PROTECT DURING CONSTRUCTION10 TRENCH CONCRETE FLOOR FOR NEW UNDERGROUND CONDUITS TO RECEPTION

DECK - REFER TO A101 AND ELECTRICAL DRAWING FOR ADDITIONAL SCOPE.11 EXISTING CONCRETE EXTERIOR SIDEWALK TO REMAIN12 REMOVE EXISTING HOSE BIB IN ITS ENTIRETY - REFER TO PLUMBING - PREP HOLE

FOR INFILL - REFER TO A10113 REMOVE EXISTING BUILDING MOUNTED LIGHT FIXTURE - TURN OVER TO OWNER.14 REMOVE EXISTING BUILDING MOUNTED NUMBERS / LETTERING IN ITS ENTIRETY15 REMOVE EXISTING CONCRETE SIDEWALK AS REQUIRED TO INSTALL NEW

VESTIBULE AND SIDEWALK - REFER TO G101 AND A101 FOR SCOPE OF NEWWORK.

16 WALL MOUNTED AED DEVICE AND SIGN OWNER TO REMOVE AND REINSTALL -REFER TO A101 FOR NEW LOCATION.

17 RELOCATE EXISTING SECURITY PANEL - REFER TO A101 FOR NEW LOCATION -REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL SCOPE ASSOCAITED WITHSECURITY PANEL.

18 TRENCH CONCRETE FLOOR FOR DEMOLITION OF PLUMBING SANITARY LINES -REFER TO PLUMBING DEMOLITION PLAN FOR EXTENT OF SANITARY LINEREMOVAL.

AABV aboveAFF above finish floorACT acoustical tileACC acoustic (al)ACMP aluminum composite metal panelAD area drainADJ adjacentAHU air handling unitALUM aluminumAB anchor boltAPPD appliedAPPROX approximateAPC architectural precast concreteAR GPDW abuse resistant gypsum drywallAWD athletic wood flooring

BBRG bearingBEL belowBLDG buildingBEJ building expansion jointBLK blockBLKG blockingBD boardBM beamBBT bio-based tileB.O.D. bottom of deckBOTT bottomBRK brickB/T betweenBUR built up roofingBW bottom of wall

CCPT carpetCPTT carpet tileCI cast ironCB cement boardCCS cementious coated soffitCLG ceilingCTR centerCUF cementious urethane flooringCT ceramic tileCF CMU chisel face CMUCIR circleCLR clear (ance)CLOS closetCO clean outCOL columnCOMP compositionCMP composite metal panelCONC concrete

CMU concrete masonry unitCONST constructionCONT continuous or continueCLL contract limit lineCJ control jointCG corner guardCORR corridorCRS course (s)CF cubic feetCY cubic yard

DDEPT departmentDTL detailDIAM diameterDIM dimensionDISP dispenserDIV divisionDR doorDBL doubleDH double hungDN downDS downspoutDWG drawingDF drinking fountain

EEA eachE eastEJ expansion jointELEC electric (al)EM entrance matEWC electric water coolerELEV elevationEMER emergencyENCL enclosureEP epoxy paintEQUIP equipmentEOS edge of slabEST estimateEXH exhaustEXIST existing(E) existing dimensionETR existing to remainEL elevatorEXP exposedEXT exterior

FFOC face of concreteFOM face of masonryFOS face of studsFF finish floorFFE fixtures, furnishings & equipment

OH opposite handOPNG openingOPP oppositeOWSJ open web steel joistOPPH opposite handOD outside diameterOA overallOH overhead

PPT pressure treatedPTD paintedPVMT pavementPR pairPERIM perimeterPLAS plasterPLAM plastic laminatePL platePLYWD plywoodPVC polyvinyl chloridePPT porclien paver tilePCF pounds per cubic footPFL pounds per lineal footPSF pounds per square footPSI pounds per square inchPC precast

QQT quarry tile

RR riserRA return airRAD radiusRD roof drainRCP reinforced concrete pipeRAF resilient athletic flooringREF reference (refer)RECEP receptacleRFL reflect (ed)REFR refrigeratorREINF reinforcedREQ requiredRESIL resilientRH right handRND roundRM roomRL rain leaderRO rough openingRB rubber baseRF rubber flooringRUF resilient urethane flooring

SSACT susp. acoust. clg. tileSLD sealedSCHED scheduleSDT static dissipative tileSFCMU split face CMUSLNT sealantSLPD slopedSECT sectionSGFT structural glazed face tileSHT sheetSMWP sheet membrane waterproofingSV sheet vinylSIM similarSC solid coreS southSMCMUsmooth face cmuSPEC specificationSFP spray fire proofingSQ squareSTD standardSTC sound transmission classSTL steelSTOR storageSTRUCT structureSYM symmetry (ical)SUSP suspendedSYS system

TTEL telephoneTV televisionTEMP temperedTER terrazzoTHK thickTHR thresholdT&G tongue and grooveTC top of curbTP top of pavementT treadTOW top of wallTWF through-wall flashingTYP typical

UUC undercutUNF unfurnishedU.N.O. unless noted otherwiseUR urinal

FIN finish (ed)FIXT fixtureFCU fan coil unitFE fire extinguisherFEC fire extinguisher cabinetFA fire alarmFLASH flashingFLR floor (ing)FD floor drainFLUOR fluorescentFR TRTD fire treatedFT foot or feetFTG footing

GGA gaugeGALV galvanizedGC general contract (contractor)GCF general contractor furnishedGL glass/glazingGLB glass blockGCMU glazed concrete masonry unitGR gradeGFCMU ground face CMUGPDW gypsum drywall

HHDW hardwareHDWD hardwoodHTG heatingHVAC heating ventilating air conditioningHGT heightHM hollow metalHORZ horizontalHB hose bibHR hour

IINCL includeID inside diameterIR-GPDW impact resistant gypsum boardINSUL insulationINT interior

JJAN janitor closetJT jointJ joist

KKIT kitchen

LLBL labelLAM laminateLAV lavatoryLH left handLIN linoleumLINT linoleum tileL lengthLT lightLT WT light weightLF linear footLL live load

MMH manholeMFR manufacturerMAS masonryMO masonry openingMTL metalMAX maximumMECH mechanicalMED mediumMBR memberMATL materialM meterMM millimeterMIN minimumMIR mirrorMISC miscellaneousMOD modularMTD mounted

NNAT naturalNRC noise reduction coefficientNOM nominalN northNIC not in contractNTS not to scaleNO number

OO/ overOC on centerOF owner furnishedOFF officeOH opposite handOPNG openingOPP oppositeOWSJ open web steel joist

VVB vapor barrierVERT verticalVEST vestibuleVCT vinyl composite tileVIF verify in fieldVWC vinyl wall coveringVNT RB vented rubber base

WWH wall hydrantWOC walk off carpetWP waterproofingWWF welded wire fabricW westWT weightWN windowW/ withW/O withoutWD woodWC wallcovering

ABBREVIATION LEGEND

____A101

1SIM

101

1t

DETAILINDICATOR

INTERIOR ANDEXTERIORELEVATION

ELEVATIONDATUM

REVISION CLOUDAND INDICATOR

DOORNUMBER

WINDOW ANDLOUVER TYPE

BUILDING SECTIONINDICATOR

NameElevation

0COLUMNGRID

1 View Name1/8" = 1'-0"A101

DRAWING TITLE

NORTH ARROW

RA- 0

1A101

SIM______________

A101

1 Ref

1

Ref

1 Ref

1

Ref

ROOF ASSEMBLYTYPE

1

SHEET KEYNOTE 1

1A101

SIM______________WALL SECTION

INDICATOR

CONTROL JOINTLOCATION

ARCHITECTURAL SYMBOLS

PARTITION/ WALLTYPE

ROOM IDENTIFIERWITH OPTIONAL AREA

CENTER LINE

CEILING TYPE /CEILING HEIGHT TAG A.F.F.

9'-7"

MB#EQUIPMENT TAGP11hr

SAMPLE

Room name101

150 SF

0EXISTINGCOLUMN GRID

PTD-xACCENT WALL - REFERTO FINISH SCHEDULE

ALUMINUM

BATT INSULATION

CONCRETE MASONRY UNIT (CMU)

CONCRETE

EARTH/ COMPACTED FILL

BRICK (COMMON OR FACE) GYPSUM DRYWALL

FINISH WOOD

PLYWOOD

POROUS FILL

RIGID INSULATION

SAND/ MORTAR/GROUT/ PLASTER

STEEL

WOOD BLOCKING

WOOD FRAMING

ARCHITECTURAL MATERIALS

DOOR TYPES 1/4"=1'-0"

DO

OR

SC

H.

REF

DR SCHREF

DO

OR

SC

H.

REF

DO

OR

SC

HR

EF

DR SCHREF

9" 9"

9"1'

- 0"

2' -

1"6"

DR SCHREF

4" 9"

TYPE: F TYPE: FG2REFER TO DR SCHFOR GLAZING TYPE

TYPE: NREFER TO DR SCHFOR GLAZING TYPE

2' -

6"9"

HOLLW METAL FRAME TYPES 1/4"=1'-0"

DO

OR

SC

HR

EF

2"

2"DR SCH

REF 2"

F-1 F-2

DO

OR

SC

HR

EF

2"

2" REF DOOR SCH 2"

REFER TO DOOR SCHEDULE / GLAZING SCHEDULE FOR GLAZING TYPE

HOLLOW METAL FRAME

SEALANT, ALL SIDES, TYPICAL

U.N.O.2"

2"2"

6"

6"

H-1 J-1

HOLLOW METAL DETAILS 1 1/2"=1'-0"

DASHED LINE OF PERPENDICULARWALL WHERE APPLICABLE

DASHED LINE OF GLAZING WITHGLAZING STOP (ROOM SIDE)

HOLLOW METAL FRAME


DASHED LINE OF GLAZING WITHGLAZING STOP (ROOM SIDE)

6"

H-2

HOLLOW METAL FRAME

HOLLOW METAL FRAME

6"

J-2


TA01TOILET TISSUE

DISPENSER

TA02PAPER TOWEL

(FOLDED)DISPENSER

TA06SOAP

DISPENSER

TA0718"

GRAB BAR

TA08/ TA0936"/ 42"

GRAB BAR

TA10SANITARY

NAPKINDISPOSAL

TA1218 x 36

MIRROR

TA15CLOTHES

HOOK

TA20DIAPER CHANGING

STATION

TA21MOP/ BROOM HOLDERWITH UTILITY SHELF

2' -

3"3' -

0"4' -

5"

2' -

4" 3' -

9"

3' -

4" 4' -

0"

3' -

10"

4' -

0"

TOILET BATH LAUNDRY ACCESSORY MOUNTING HEIGHTS REFER TO TOILET BATH LAUNDRY SCHEDULE

3' -

2"

1 THE FOLLOWING TOILET ACCESSORIES ARE NOT USED: TA03, TA04, TA05, TA11, TA13,TA14, TA18, TA19

2 PROVIDE BLOCKING AT PARTITIONS FOR SUPPORT OF TOILET ACCESSORIES

GPDW ON METAL STUDFRAMING

SEALANT

SEALANT BETWEENELECTRICALOUTLET BOX ANDGYP BOARD

NOTES:

1. ELECTRICAL OUTLETS ON OPPOSITE SIDES OF A SOUND-RATED WALL ARE TO BESPACED TO PROVIDE A MINIMUM OF ONE STUD BETWEEN THE BOXES.

2. PROVIDE ACOUSTICAL PUTTY PAD AT ALL OUTLET LOCATIONS.3. THE PUTTY PAD IS TO COMPLETELY SEAL ALL SIDES OF EACH OUTLET BOX.

ACOUSTICAL INSULATION

PUTTY PAD

ACOUSTICAL SEAL 1-1/2"=1'-0"

NON-RATED OR SMOKE RESISTANT

FLUTED STEEL DECK/CONCRETE FLOOROR ROOF PERPENDICULAR OR DIAGONAL

TO FLUTES

CONT 2" WIDE x 22 GA MTL STRAP FOR TOPATTACHMENT OF GPDW

EXTEND AT MINIMUM ONE LAYER UP INTOFLUTE RECESS AND SEAL

CONT 22 GA MIN 3" DEEP LEG DEFLECTIONTRACK ATTACH TO DECK AT 12" OC MAX

NON-RATED OR SMOKE RESISTANT

FLUTED STEEL DECK/CONCRETE FLOOROR ROOF PARALLEL TO FLUTES

CONT 2" WIDE x 22 GA MTL STRAP FOR TOPATTACHMENT OF GPDW

WHERE GPDW IS CONCURRENT WITH DECKFLUTE RECESS EXTEND UP INTO RECESS ASSHOWN

CONT 22 GA MIN 3" DEEP LEG DEFLECTIONTRACK ATTACH TO DECK AT 12" OC MAX

DO NOT ATTACH GPDW OR STUDS TODEFLECTION TRACK IN THIS AREA

SEAL ONE SIDE OF PARTITION AGAINSTPASSAGE OF SMOKE

WHEN PARTITION IS ALIGNED AT DECKFLUTE RECESS - PROVIDE A 6" X 10" X 22 GAMTL PLATE AT DECK FLUTE RECESS THAT ISCONTIGUOUS WITH PARTITION - ATTACHMTL PLATE TO DECK WITH POWDER DRIVENFASTENERS AT SAME SPACING REQUIREDFOR PARTITION TOP TRACK

3/4"-

1"

-

DO NOT ATTACH GPDW OR STUDS TODEFLECTION TRACK IN THIS AREA

3/4"

1"

PARTITION HEAD CONDITIONS 1-1/2"=1'-0"

FILL DECK FLUTES W/ SOUNDINSULATION, TYP.

CONTINUOUS PAINTABLE SEALANT,BOTH SIDES TYP.

METAL DECK

DEEP LEG DEFLECTION TRACK

5/8" GPDW BOTH SIDES

CONTINUOUS PAINTABLE SEALANT,BOTH SIDES TYPICAL

SCHEDULED BASE

3 5/8" MTL. STUDS @16" O.C. (S4 WALLTYPE)

6" MTL. STUDS @16" O.C. (S6 WALLTYPE)

7 1/4" S6

4 7/8" S4

FILL DECK FLUTES W/ SOUNDINSULATION, TYP.

CONTINUOUS PAINTABLE SEALANT, TYP.

METAL DECK

DEEP LEG DEFLECTION TRACK

CONTINUOUS PAINTABLE SEALANT, TYPICAL

SCHEDULED BASE

3 5/8" MTL. STUDS @16" O.C. (S4a WALLTYPE)

3 1/8" S2a

4 1/4" S4a

5/8" GPDW ONE SIDE

INTERIOR WALL PARTITIONS 1 1/2"=1'-0"

STUD PARITION - GPDW BOTH SIDES

S6

S4 STUD PARTITION - GPDW ONE SIDE

S4a

S2a

BATT INSULATION (REF SPECIFICATIONS)

BATT INSULATION (REF SPECIFICATIONS)

2-1/2" METAL STUDS AT 16" O.C. (S2a WALLTYPE)

BRACE BACK TO WALL AT MID-SCAN

1 TYPICAL PARTITION IS TYPE S4, UNLESS NOTED OTHERWISE2 PROVIDE HORIZONTAL BLOCKING AT PARTITIONS TO SUPPORT WALL CABINETS.

PROVIDE BLOCKING AT PARTITIONS FOR SUPPORT OF TOILET ACCESSORIES3 UNLESS OTHERWISE NOTED ALL INTERIOR PARTITIONS SHALL EXTEND TO FLOOR /

ROOF DECK ABOVE.4 ALL CHASES TO BE S4a UNLESS OTHERWISE NOTED5 PROVIDE DEFLECTION TRACKS OR CLIPS FOR ALL PARTITIONS ABUTTING STRUCTURE

AND DECK ABOVE.

GENERAL NOTES - PARTITIONS

MARK DESCRIPTION

GENERAL NOTE:

GLAZING SCHEDULE

1.REFER TO SPECIFICATION SECTION 08 8000 FOR GLAZING PRODUCTS 8' -

10"

2"1'

- 6"

2"D

R H

GT

2"WIDTHDOOR 2"

F-3

8' -

10"

2"1'

- 6"

2"R

EF D

R S

CH

EDD

OO

R H

EIG

HT

5' - 7"

2"WDITHDOOR 2" 2' - 1" 2"

2"2'

- 4"

4"

2' -

10"

F-4

F-5

14' - 4"

2"WIDTHDOOR2"10' - 10" (3 EQUAL SPACES)2"

8' -

10"

DO

OR

HG

T

2"2'

- 8"

4"2"

2"

METAL STUDS AT 16" O.C.

5/8" 6"5/8"2"

DASHED LINE OF FLUID APPLIED MEMBRANEAIR BARRIER

EXTERIOR GRADE SHEATHING

GPDW

6" BATT INSULATION

EXTERIOR WALL ASSEMBLIES 1 1/2"=1'-0"

9" ±

EXTERIOR WALL ASSEMBLYWA-1

2" ± ALUMINUM COMPOSITE PANEL SYSTEM -THICKNESS PER MANUFACTURER (REFER TOSPECIFICATIONS) PROVIDE ALUMINUM CLIPSAS REQUIRED BY PANEL MANUFACTURER

GENERAL FINISH NOTES1 PATCH AND REPAIR INTERIOR FACE OF EXISTING EXTERIOR WALLS, PAINT TO MATCH

ADJACENT WALLS.2 ALL WALLS TO BE PAINTED PTD-1 U.N.O

3 REFER TO FLOOR PLAN FOR ACCENT PAINT LOCATIONS AND FLOOR PATTERNTRANSITIONS.

4 ALL RESTROOMS TO HAVE SCUFFMASTER PAINT FINISH.5 ALL GPDW CEILINGS TO HAVE FLAT PAINT FINISH, ALL GPDW AND CMU WALLS TO

HAVE EGGSHELL FINISH, ALL HM FRAMES TO HAVE SEMI-GLOSS PAINT FINISH.

5 PROVIDE ROLLER SHADES AT ALL EXTERIOR WINDOWS EXCEPT WORKROOM 118.

3 ALL HM FRAMES TO BE PAINTED PTD-4.

5 ALL CASEWORK TO BE PLAM-1, ALL COUNTERTOPS, BACK AND SIDESPLASHES TO BEPLAM-2.

4" RIGID BASE INSULATION

1/2" PROTECTION BOARD

EPDM MEMBRANE (AIR BARRIER)ROOFING

1 1/2" METAL DECK - REF STRUCTUALDRAWINGS

STEEL ROOF STRUCTURE - REFSTRUCTURAL DRAWINGS

VAPOR BARRIER (SHOWN DASHED)

ROOF ASSEMBLY RA-1 1 1/2"=1'-0"

PATH

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DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

SHEET TITLE:

SHEET NUMBER:



Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:


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A001

LEGENDS, SYMBOLS,ABBREVIATIONS, PARTITIONTYPES

CH | ML

BF | CH

2015.46




DOOR SCHEDULE

MARKDOOR FRAME OTHER

REMARKS MARKWIDTH HEIGHT TYPE MATL GLASS TYPE MATL HEAD JAMB GLASS HDW UC SILL

101A PR 3' - 0" 7' - 10" FG2 ALUM GL-2 AS05 ALUM GL-2 1 PROXIMITY READER 101A101B 3' - 0" 7' - 10" FG2 ALUM GL-2 AS06 ALUM GL-2 2 PROXIMITY READER 101B103 3' - 0" 7' - 0" N WOOD GL-1 F-1 HM H-1 J-1 - 3 103104 3' - 0" 7' - 0" N WOOD GL-1 F-1 HM H-1 J-1 - 3 104105 3' - 0" 7' - 0" N WOOD GL-1 F-1 HM H-1 J-1 - 3 105106 3' - 0" 7' - 0" F WOOD F-1 HM H-1 J-1 - 4 3/4" 106107 3' - 0" 7' - 0" F WOOD F-1 HM H-1 J-1 - 4 3/4" 107

109A 3' - 0" 7' - 0" N WOOD GL-1 F-1 HM H-1 J-1 - 5 109A109B 3' - 0" 7' - 0" N WOOD GL-1 F-1 HM H-1 J-1 - 5 109B110A 3' - 0" 7' - 0" N WOOD GL-1 F-1 HM H-1 J-1 - 5 110A110B PR 3' - 6" 7' - 0" F WOOD F-2 HM H-2 J-2 - 6 SLIDING DOORS 110B111 3' - 0" 7' - 0" F WOOD F-1 HM H-1 J-1 - 7 HM JAMB FRAME TO BE TIGHT TO WALL - REF PLANS 111112a 3' - 0" 7' - 0" N HM GL-2 EXTG HM - 8 NEW DR IN EXISTING FRAME - FIELD VERIFY DR SIZE 112a112b 3' - 0" 7' - 0" N HM GL-2 EXTG HM - 9 NEW DR IN EXISTING FRAME - FIELD VERIFY DR SIZE 112b113 3' - 0" 7' - 0" FG2 WOOD GL-1 F-4 HM H-1 J-1 GL-1 5 113114 3' - 0" 7' - 0" FG2 WOOD GL-1 F-4 HM H-1 J-1 GL-1 5 114115 3' - 0" 7' - 0" FG2 WOOD GL-1 F-5 HM H-1 J-1 GL-1 10 115116 3' - 0" 7' - 0" F WOOD F-3 HM H-1 J-1 GL-1 3 116117 3' - 0" 7' - 0" F WOOD F-1 HM H-1 J-1 - 4 3/4" 117118a 3' - 0" 7' - 0" F WOOD F-1 HM H-1 J-1 - 10 118a118b 3' - 0" 7' - 0" N WOOD GL-1 F-1 HM H-1 J-1 - 10 118b121 3' - 0" 7' - 0" N WOOD GL-1 F-3 HM H-1 J-1 GL-1 3 121122 3' - 0" 7' - 0" N WOOD GL-1 F-3 HM H-1 J-1 GL-1 3 122123 3' - 0" 7' - 0" FG2 WOOD GL-1 F-4 H-1 J-1 3 123

FINISH SCHEDULE

NUMBER NAME FLOOR BASEWALLS

CEILING COMMENTSALL

101 ENTRY VESTIBULE EM RB102 CORRIDOR CPT-1 RB PTD-1 SACT103 OFFICE CPT-1 RB PTD-1 SACT104 OFFICE CPT-1 RB PTD-1 SACT105 OFFICE CPT-1 RB PTD-1 SACT106 TOILET VCT RB PTD-1 SACT107 TOILET VCT RB PTD-1 SACT109 TRAINING CPT-1, CPT-2A,CPT-3,

CPT-2BRB PTD-1 SACT, GYP

PTD-3REF PLANS FOR ACCENT WALL

110 TRAINING KITCHEN VCT RB PTD-1 GYP PTD111 JANITOR VCT RB EP EXP112 CORRIDOR CPT-2, CPT-2B RB PTD-1,PTD-2 SACT REF PLANS FOR ACCENT WALL113 CHILD FIND CPT RB PTD-1 SACT114 SHARED OFFICE CPT RB PTD-1 SACT115 PARENT RESOURCE CPT RB PTD-1 SACT116 OFFICE VCT RB PTD-1 SACT117 TOILET CT-1 CTB PTD-1 SACT118 WORK ROOM VCT RB PTD-1 SACT119 LIBRARY / WAITING CPT-1, CPT-2A,CPT-3,

CPT-2BRB PTD1, PTD-2 ACT, GYP

PTD-2REF PLANS FOR ACCENT WALL

120 RECEPTION CPT-1 RB PTD-1 SACT121 OFFICE CPT-1 RB PTD-1 SACT122 OFFICE CPT-1 RB PTD-1 SACT123 CONFERENCE CPT-1 RB PTD-1 SACT

GL-1 1/4" CLEAR TEMPEREDGL-2 LOW-e COATED 1" INSULATED GLASSGL-3 3/8" CLEAR TEMPERED

REF.NIC

A4012

A401

A401 3

1

A

4

2

3

1

A1014

5

OFFICE121

OFFICE122

CONFERENCE123

OFFICE103

TRAINING109

JANITOR111

TOILET106

TOILET107

LIBRARY /WAITING

119

OFFICE116

PARENTRESOURCE

115SHARED OFFICE

114CHILD FIND

113

WORK ROOM118

CORRIDOR112

OFFICE104

TOILET117

ENTRY VESTIBULE101

TRAININGKITCHEN

110

____A101

8

____A101

7

MB1

210

9A

111

110A

109B

106

107

117

101B

118b

14' - 0" 21' - 0" 15' - 0"

9' -

11"

1" B

EJ

23' - 0" 15' - 0" 33' - 5" ±

15' -

0"

14' -

9"

8A401

______________

7' -

1"

1' -

2 1/

2"

7' -

1"5'

- 3"

9' -

6"

14' -

9"

CLE

AR

5' -

6" ±

9' -

6"

AS 02 AS 02 AS 02

AS 02

AS 02

AS 02AS 02AS 02

AS 02

AS 02

AS03

S6

8" ±

8" ±

10" ±

5' -

0"LI

NE

4" C

OL

0.9

0.7

A.1 A.2

24' - 0" 13' - 0" 1' - 0"

6' -

11"

7"

AS04

AS05

2' -

6"

9' - 6" 6"

6"

6' -

8"5'

- 4"

6' -

5 1/

2"

MB12

110B

4' -

0"7'

- 4"

1' - 3"

8' - 4"

101A

AS06AS 02AS 01

____A201

2____A201

1

____A201

5

112a112b

5' -

4"

S4a

S2a

S2a

10 3/8"TA21

DF

4' - 5"

3' -

0"

01

03

04

05

05

06

07

08

09

09

10

11

116

114

113

121

122

CLEAR11' - 2" ±

9' -

3"

CPT

-1EM

13

14

12

16

15

11' - 9"

3' - 0"

OFFICE105

18' - 3"

AS 03

5' - 4" 25' - 4"

118a

3' - 6"

A101 2

A101

CORRIDOR102

3' - 6"

103

104

105

6A101

______________

22

3

CPT

-3

CPT

-2B

CPT

-3

AS07

AS08

2' - 0"

115

123

AS 09

23

CPT

-2A

CPT

-1

CPT

-1

CPT

-2A

CPT

-1

CPT

-3

CPT

-2B

CPT

-3

CPT

-1

8' -

0"8'

- 0"

RECEPTION120

02

02

02

02TB

-4

1' -

8"

S4a

S4a

S2a

24

FEC

PTD-2

PTD-2

PTD-2

PTD-2

PTD-2

25

26

5' -

0"

27

S6

2' - 2"

8' -

6"

A1011

28

/24" 12" /24" 15"/24" 18" /24" 36"

/12" 36"

HC SINK - OPEN BYD

/12" 24" /12" 15"/12" 36"

2' -

10"

RANGE, NIC

HOOD - REFER TO MECHANCIAL DWGS

1' -

6"2'

- 6"

/12" 12"

GPDW BULKHEAD - REF A201

6' -

10"

REFRIGERATOR, NIC

/24" 36" /24" 15"

SLIDING DOOR - REFER TO PLANAND DOOR SCHEDULE

2' -

10"

RANGE (NIC) BEYOND

GPDW BULKHEAD -REF A201

A

2

TA12

TA08

TA01

TA07

TA09

TA08

TA09

TA01

TA07

TA12

TOILET106

TOILET107

TA20

2' - 6"

2' - 6"

TA20

6"

3 5/

8"4'

- 0"

TA02

TA02TA10

TA06

TA06

DF

MARK DESCRIPTIONMODEL No.

1 REFER TO A001 FOR PARTITION TYPE CONSTRUCTION2 REFER TO SPECIFICATION 10 2800 FOR LIST OF ITEMS PROVIDED BY OWNER AND

INSTALLED BY CONTRACTOR3 REFER TO TOILET ACCESSORIES MOUNTING HEIGHT FOR ADDITIONAL INFORMATION

GENERAL NOTES:

TOILET BATH LAUNDRY SCHEDULE

4 PROVIDE BLOCKING IN PARTITION TO SUPPORT TOILET ACCESSORIES

3

TA12

TA08

TA09

TA07

TA01TOILET

117

TA10

CLEAR7' - 6"

TA02

TA06

TA10

MARK DESCRIPTION HEIGHT (UNO) MOUNTING HGT

1 SYMBOL # REPRESENTS LENGTH IN FEET2 REFER TO SPECIFICATION 10 1100 VISUAL DISPLAY SURFACES

GENERAL NOTE:

VISUAL DISPLAY SURFACE

3 PROVIDE BLOCKING IN PARTITION TO SUPPORT DISPLAY SURFACE

5' - 0" MIN.

4' -

8"

1' -

0"1'

- 0"

16" - 18"

1' - 0"

7"VA

RIE

S

1' - 3"

2' - 6"

VAR

IES

4' -

0"

DASHED LINED OFCLEAR FLOORAREA

TYPICAL TOILET LAYOUT 1/2=1'-0"

A1

8A401

______________

0.9

0.7

A.1 A.2

RA-1

4

A201______________

1/4" / 1'-0"

17

18

19

20

21

/12" 33" /12" 33" /12" 36"/12" 33" /12" 33"

/24" 33" /24" 33" /24" 15" /24" 36" /24" 36"

6A101

______________

ALUM. STOREFRONT (AS07)FRAME - REF A401

FILLER PANEL - TYPICAL

/24" 15"

FILLER STRIP

/24" 30"/24" 30"/24" 15"

/12" 15" /12" 30" /12" 30"

2' -

0"2'

- 6"

2' -

6"

7' -

0"

2' -

0"2'

- 6"

7' -

0"

5' -

0"3'

- 0"

MB12

PROJECTOR, CONFIRM LOCATION WITHOWNER PRIOR TO INSTALLATION

1' - 8"SLIDING DOORS - REFDOOR SCHEDULE

PLAM UPPER CABINET WITH ADJUSTABLESHELF

4" PLAM BACKSPLASH

PLAM COUNTERTOP W/ 3MM PVC EDGEBAND

PLAM BASE CABINET WITH ADJUSTABLESHELF

DRAWER WHERE SHOWN ON ELEVATION

RUBBER BASE

3' -

0"1'

- 8"

2' -

6"

7' -

2"1'

- 10

"

9' -

0"

1 1/

2"

PATH

& F

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PLO

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& TI

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DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:

SHEET TITLE:

SHEET NUMBER:



Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

ISSUE DATE:

REVISIONS:


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A101

OVERALL FLOOR PLAN

CH | ML

BF | CH

2015.46




GENERAL SHEET NOTES

SHEET KEYNOTES

1/4" = 1'-0"A10110 FLOOR PLAN

1/4" = 1'-0"A1014 KITCHEN 108

1/4" = 1'-0"A1015 KITCHEN 108

1/2" = 1'-0"A1018 ENLARGED TOILET PLAN

TA01 B-2888 TOILET TISSUE DISPENSERTA02 B-262 PAPER TOWEL (FOLDED) DISPENSERTA06 B-4112 SOAP DISPENSERTA07 B-5806 18" GRAB BAR (VERT)TA08 B-5806 36" GRAB BARTA09 B-5806 42" GRAB BARTA10 B-270 SURFACE MOUNTED SANITARY NAPKIN DISPOSALTA12 B165 18" x 36" MIRRORTA20 KB110-SSWM DIAPER CHANGING STATIONTA21 B-223 x 24 MOP & BROOM HOLDER

1/2" = 1'-0"A1017 ENLARGED TOILET PLAN

MB12 MARKER BOARD 12 5' - 0" 3'-0" AFFTB-4 TACK BOARD 6 4' - 0" 3'-0" AFF

1/4" = 1'-0"A1019 PARTIAL ROOF PLAN

01 TOOTH-IN SCORED UNIT MASONRY INTO EXISTING OPENING MATCH MORTARJOINT PROFILE (PAINT TO MATCH EXISTING)

02 DASHED LINE OF GPDW BULKHEAD ABOVE - REFER TO A20103 CENTER PARTITION ON WINDOW MULLION - REFER TO AS03 FOR MULLION

SPACING - SEAL JOINT BETWEEN PARTITION AND MULLION04 DASHED LINE OF FURNITURE / RECEPTION DESK (NIC) - REFER TO ELECTRICAL

DRAWINGS FOR FLOOR MOUNTED POWER / DATA / SECURITY CONDUITS -COORDINATE EXACT LOCATION IN FIELD WITH ARCHITECT

05 CHASE PARTITION (WALL TYPE S2a) AROUND EXISTING PLUMBING RISERS06 ALIGN PARTITION WITH WINDOW JAMB07 DOWNSPOUT (6x4) WITH CONCRETE SPLASH BLOCK08 EXISTING ELECTRICAL PANELS ALONG THIS WALL TO REMAIN - REFER TO

ELECTRICAL DRAWINGS FOR RELOCATED OTHER EQUIPMENT / PANELS09 EXISTING CONCRETE EXTERIOR SIDEWALK TO REMAIN10 DASHED LINE OF ROOF OVERHANG ABOVE - REFER TO PARTIAL ROOF PLAN THIS

SHEET11 RELOCATED DATA RACK (INSTALLED BY OWNER) - REFER TO DEMOLITION

DRAWING FOR ORIGINAL LOCATION - COORDINATE WITH OWNER FORRE-INSTALLATION - REFER TO ELECTRICAL DRAWINGS FOR POWERREQUIREMENTS

12 CONCRETE SIDEWALK - REFER TO SPOT ELEVATIONS ON G101 FOR TIE-INTOEXISTING CONCRETE SIDEWALK

13 RELOCATED WALL MOUNTED AED DEVICE AND SIGN14 RELOCATED WALL MOUNTED SECURITY KEY PAD15 PATCH / FILL EXISTING HOSE BIB HOLE IN EXTERIOR WALL16 WALL MOUNTED SHORT THROW PROJECTOR (NIC) - REFER TO ELECTRICAL

DRAWINGS17 GUTTER (6x5) - REFER TO DETAILS ON A40118 DASHED LINE OF WALLS / STOREFRONT BELOW19 1" ROOF / BUILDING EXPANSION JOINT - REFER TO DETAIL 4/A20120 PRE-FINISHED METAL COPING21 EXISTING METAL COPING TO REMAIN - REFER TO EXTERIOR ELEVATIONS22 RANGE - NOT IN CONTRACT23 DASHED LINE OF ALUMINUM STOREFRONT (AS07) ABOVE - REFER TO ELEVATIONS

ON THIS SHEET AND A40124 DASH DOT LINE OF EXISTING TO NEW CONCRETE SLAB - REFER TO STRUCTURAL

DRWINGS FOR CONNECTION DETAIL25 WALL MOUNTED DOOR OPERATOR - REFER TO DOOR SCHEDULE AND DOOR

HARDWARE SPECIFICATIONS26 DUAL DOOR OPERATOR (WALL MOUNTED) - REFER TO DOOR SCHEDULE AND

DOOR HARDWARE SPECIFICATIONS27 PEDISTAL MOUNTED DOOR OPERATOR - REFER TO DOOR SCHEDULE AND DOOR

HARDWARE SPECIFICATIONS28 PROVIDE FROSTED FILM ON INSIDE PANE OF ALUMINUM STOREFRONT WINDOW -

FROST AT 60% OPAQUE

A REFER TO A001 FOR ROOM FINISH SCHEDULEB REFER TO A001 FOR PARTITION TYPES - ALL PARTITIONS TYPE TO BE S4 UNLESS

OTHERWISE NOTEDC REFER TO A001 FOR ROOF ASSEMBLY DETAILS

1/4" = 1'-0"A1012 WORKROOM 118

1/4" = 1'-0"A1013 CHILD FIND 113

D CASEWORK ELEVATIONS SHOW CABINETS SIZES - FIRST NUMBER INDICATES CABINETDEPTH / SECOND NUMBER INDICATES CABINET WIDTH

1/4" = 1'-0"A1011 TRAINING 109

1/2" = 1'-0"A1016 TYPICAL CASEWORK SECTION

SACT-02 : 2' x 2' ACOUSTICAL CEILING PANEL

GPDW ON SYSPENDED GRID SYSTEM - REFER TO SPECIFICATIONS

2' X 2' LED TROFFER (DIRECT / INDIRECT)

LED DOWNLIGHT

CEILING MOUNTED LED EGRESS LIGHT - REF ELECTRICAL DWGS FORADDITIONAL WALL MOUNTED EXIT SIGNS

CEILING LEGEND

RETURN REGISTER (CEILING MOUNTED)

SUPPLY REGISTER (CEILING MOUNTED)

OC OCCUPANCY SENSOR - REFER TO ELECTRICAL DRAWINGS

A

4

2

3

1

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.8' - 6"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.9' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

8A401

______________

A.F.F.9' - 8"

A.F.F.9' - 8"

A.F.F.9' - 0"

A.F.F.9' - 0"

EQ. 20' - 0" EQ.

EQ.

24' -

0"

EQ.

A.F.F.8' - 11 3/8"

GPDW

A.F.F.8' - 6"

0.9

0.7

A.1 A.2

OFFICE116

PARENTRESOURCE

115

SHARED OFFICE114

CHILD FIND113

TOILET117

WORK ROOM118

TRAINING109

TRAININGKITCHEN

110

TOILET107

TOILET106

OFFICE104

OFFICE103CONFERENCE

123

ENTRY VESTIBULE101

OFFICE122

OFFICE121

LIBRARY /WAITING

119

5 1/

2"6'

- 0"

5 1/

2"10' - 0" 1' - 3"

JANITOR111

4

A201______________

3

A201______________

08

8' - 10"

A.F.F.9' - 0"

01

0202

03

04

A.F.F.9' - 0"

05

A.F.F.8' - 0"

CORRIDOR102

EXPOSED06

09

1' - 0"

9' -

4 1/

2"

10' - 0"

A.F.F.8' - 6"

A.F.F.8' - 6"OFFICE

105

A.F.F.9' - 0"

A.F.F.9' - 8"

8' - 10"

8' - 10"8' - 10"

10

09 09

1' -

2"1'

- 2"

11

12

1' - 1"

6' - 0"

A.F.F.9' - 0"

OC OC OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC OC

OC

OC

OC

13

1' - 2"1' - 2"

A

1

0.9

A.2

1' - 0"

7"EQ

.EQ

.

6"1"

BEJ

6"

WALL TYPE S4 (PROVIDE PTD SEALANT BTWNWALL AND COLUMN)

EXISTING STEEL COLUMN (PTD TO MATCH WALLCOLOR)

EXISTING EXTERIOR WALL TO REMAIN

NEW STEEL COLUMN - REF STRUCTURAL

ALUM STOREFRONT SYSTEM WITH SNAP-INFLAT PLATE AT BACK OF MULLION

PREFORMED JOINT SEAL (EXP JT) BOTHSIDES OF ALUM STOREFRONT SYSTEM

1

0.9

A.1

7" 6"1"

BEJ

1' - 0" 6"

9" 3"

1' - 6"

WALL TYPE S4 (NO BATT INSULATION)

NEW STEEL COLUMN - REF STRUCTURAL

EXTERIOR WALL ASSEMBLY WA-1

PREFORMED JOINT SEAL (EXP JT) COORDINATEWITH COMPOSITE METAL PANEL - REF SPEC

0.7

A.1

1' - 6"

1' - 0" 6"

1' -

0"

2' -

6"

1' -

10"

DASHED LINE OF ROOF OVERHANG ABOVE

ALUMINUM STOREFRONT SYSTEM WITHSUB-SILL

DASHED LINES OF EXTERIOR WALL ASSEMBLYWA-1 BELOW

INSTALL 3 1/2" BATT INSULATION IN FIRSTSTUD BAY FULL HEIGHT OF WALL

ALUMINUM STOREFRONT SYSTEM -REFER TO A401

EXTERIOR WALL ASSEMBLY WA-1 (ANGLED)

DASHED LINE OF 3 5/8" METAL STUD BELOW

EXISTING ROOF STRUCTURE ANDROOF JOISTS

3 5/8" METAL STUD AT 16" OC WITHDEFLECTION TRACK AT ROOF DECKAND 3 5/8" BRACING AT 32" OC TODECK ABOVE

ALUMINUM STOREFRONT (CENTER ONWALL) PROVIDE CONTINUOUS BACKERROD AND SEALANT

1 0.9

ROOF ASSEMBLY RA-1

SLOPING BEAM - REF STRUCTURAL

9 1/8" ±

1"

5 3/8" ±

EXISTING STUCCO PANEL ON CMU WALL

COMPRESSIBLE TUBE (PER ROOF MEMBRANEMFR) WITH COMPRESSIBLE INSULATION &RETAINER

8" M

IN.

MEMBRANE FLASHING - TURN UP FACE OF WALL(PROVIDE TERMINATION BAR AND CONTINUOUSSEALANT - SECURE TERM BAR THROUGH STUCCOPANEL INTO CMU)

METAL COUNTERFLASHING WITH CONTINUOUSSEALANT (SECURE THROUGH SHEATHING INTOCMU) - FOLLOW SLOPE OF ROOF

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A201

REFLECTED CEILING PLANS /DETAILS

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SHEET KEYNOTES

1/4" = 1'-0"A2018 REFLECTED CEILING PLAN

1" = 1'-0"A2012 PLAN DETAIL



1" = 1'-0"A2013 CEILING DETAIL

1 1/2" = 1'-0"A2014 ROOF EXPANSION JOINT

01 5/8" GPDW SECURED TO CEILING GRID SYSTEM (ALL SIDES) - PROVIDE J-BEAD ATEDGE NEXT TO SACT

02 EXISTING SOFFIT - REFER TO ELECTRICAL DRAWINGS03 ALUM COMPOSITE METAL PANEL SOFFIT WITH JOINTS SHOWN04 GUTTER AND DOWNSPOUT - REFER TO A401 WALL SECTIONS AND DETAILS05 OPEN TO STRUCTURE ABOVE SACT06 ALUMINUM STOREFRONT AS07 - REFER TO A401 AND DETAILS ON THIS SHEET08 OPEN TO STRUCTURE ABOVE FOR EXISTING CONDUITS09 3-5/8" METAL STUD AT 16" OC TO STRUCTURE / DECK ABOVE AND DIAGONAL

BRACING AT 32" OC WITH 5/8" GPDW (EXTEND GPDW 6" ABOVE ADJACENT CEILINGHEIGHT)

10 PAINT STEEL STRUCTURE AND METAL DECK ABOVE CEILING11 GPDW BULKHEAD OVER CABINETS - EXTEND STUD FRAMING TO UNDERSIDE OF

DECK AND EXTEND 5/8" GPDW 6" ABOVE SACT12 ALIGN BULKHEAD WITH EDGE OF HOLLOW METAL FRAME13 WALL MOUNTED PROJECTOR

Level 10' - 0"

18A401

______________ 0.90.70905

06

07

08

01

Level 10' - 0"

AA.1 A.2

13' -

8 1

/2"

15' - 4" V.I.F.

2" EQ. 2" EQ. 2" EQ. 2"

V.I.

F.5'

- 4"

GL-2 GL-2 GL-2

V,I,F,2' - 0"

V.I.

F.5'

- 4"

GL-2

AS 01

AS 02

01 02

03

05 06

07

04

11

Level 10' - 0"

1 8A401

______________0.9 0.7

2' - 5" 2' - 0" 2' - 6"

5' -

4"2'

- 8"

GL-2

AS 09

10

05

06

Level 10' - 0"

AA.1 A.2

____A401

4

4

A201______________

____A401

6

2' -

0"

6 3/4"

09

08

1' - 0"

07

010212

13

14

1' - 0"9 5/8"

13

14

15

5' -

4"2'

- 8"

5' - 4"

Level 10' - 0"

2' -

9"5'

- 2"

4' - 0 1/2" 2" 3' - 8" 2"

8' - 5"

10' -

0"

2"1'

- 10

"2"

5' -

0"2"

2' -

6"2"

13' - 6"

4' - 5"2"DR. OPENING

6' - 0"2"2' - 7"2"

Level 10' - 0"

8' - 7" V.I.F.

2" 2' - 5 1/2" 2"DOOR3' - 0" 2" 2' - 5 1/2" 2"

8' -

0"

2"5'

- 0"

2"2'

- 6"

2"

A.1

1' - 0" 6"

1' - 6"

4 3/

4"

3"WA-1

9" WOOD BLOCKING - CONTINUOUS

16 GA BENT PLATE - CONTINUOUS

PRE-FINISHED ALUMINUM FASCIA WITHEXTRUDED CLEAT & ROOF EDGE ANCHOR

ROOF ASSEMBLY RA-1

STEEL STRUCTURE - REF STRUCTURAL DWGS

WALL TYPE S4 TO STOP AT BOTTOM OF BEAM

MEMBRANE FLASHING - EXTEND OVER WDBLOCKING AND OVERLAP WITH ALUM FASCIA

2 3/8"

A.2

6 3/4"WA-1

9"

1' - 3 3/4"

1' - 0"

STEEL BEAM AND ANGLES - REF STRUCTURAL

PRE-FINISHED ALUMINUM BREAK METALFLASHING BY ALUM COMPOSITE PANELSYSTEM MFR - TIE INTO ALUM STOREFRONT

ALUMINUM STOREFRONT SYSTEM

16 GA BENT PLATE - CONTINUOUS

MEMBRANE FLASHING - EXTEND OVER WDBLOCKING AND OVERLAP WITH GUTTER

WOOD BLOCKING - CONTINUOUS

EQ EQ EQ EQ EQ14' - 3 3/4"

1/8" BUTT JOINT

7' - 2"

1' -

8"

2' - 0"

8' -

10"

DOUBLE ANGLE - REFER TO STRUCTURAL LINTELSCHEDULE

REMOVE PORTION OF EXISTING CMU EXTERIORWALL & STUCCO PANEL TO INSTALL LINTEL


CONTINUOUS BACKER ROD AND SEALANT

EQ. 4 1/2" EQ.

PATCH STUCCO PANEL AFTER INSTALLATION OFLINTEL

JAMB J1 SIMILAR

EXISTING CMU EXTERIOR WALL WITH STUCCOPANELS


CONTINUOUS BACKER ROD AND SEALANT

EQ. 4 1/2" EQ.

JAMB J2 SIMILAR

ALUMNIUM STOREFRONT SYSTEM WITH EXTENDEDSUB SILL

EQ. 4 1/2" EQ.

EXISTING CMU SILL TO REMAIN

ALUMNIUM STOREFRONT SYSTEM WITH EXTENDEDSUB SILL

EXISTING CMU WALL TO REMAIN

GLAZING - REF ALUM STOREFRONT ELEVATIONS &SCHEDULE

ALUMINUM STOREFRONT SILL BELOW - CENTER ONWALL

1/2"

DASHED LINE OF WALL CORNER WHERE APPLICABLE

STOP GLAZING 1/2" FROM END OF ALUMINUM FRAME

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A401

BUILDING ELEVATIONS

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SHEET KEYNOTES

1/4" = 1'-0"A4012 EAST ELEVATION

1/4" = 1'-0"A4011 SOUTH ELEVATION

1/4" = 1'-0"A4013 WEST ELEVATION

3/4" = 1'-0"A4018 WALL SECTION

AS03

ALUMINUM STOREFRONT ELEVATIONS 1/2"=1'-0"

ALUMINUM STOREFRONT DETAILS 3"=1'-0"

AS04

AS05 AS06

1 1/2" = 1'-0"A4014 ROOF DETAIL

1 1/2" = 1'-0"A4016 ROOF DETAIL

01 EXISTING METAL COPING TO REMAIN02 EXISTING EXTERIOR STUCCO PANEL ON METAL LATH TO REMAIN03 EXISTING CMU SILL04 HOSE BIB - REFER TO PLUMBING05 PRE-FINISHED METAL COPING06 ALUMINUM COMPOSITE PANEL SYSTEM - EXTERIOR WALL ASSEMBLY WA-1 -

REFER TO A00107 ALUMINUM STOREFRONT SYSTEM08 DOWNSOUT (WALL MOUNTED) - REFER TO A10109 GUTTER - REFER TO DETAIL 5/A40110 BUILDING EXPANSION JOINT - REFER TO PLAN DETAILS ON A20111 WALL MOUNTED EXTERIOR LIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGS12 METAL COUNTERFLASHING BEYOND - REFER TO 4/A20113 CONCRETE FOOTING - REFER TO STRUCTURAL DRAWINGS14 DASHED LINE OF COLUMN FOOTING BEYOND - REFER TO STRUCTURAL

DRAWINGS15 PRE-FINISHED ALUMINUM BREAK METAL FLASHING BY ALUMINUM COMPOSITE

PANEL MFR. - TIE-IN AND OVER LAP WITH FLUID APPLIED AIR BARRIER

AS07 AS08H: 3/A201J: J1/A401S: 3/A201 SIMGLAZING TYPE: GL-3

H1

H2

H: H1/A401J: H1/A401 SIMS: S1/A401GLAZING TYPE: GL-2

H: H1/A401J: H1/A401 SIMS: S1/A401GLAZING TYPE: REFER TO DOOR SCHEDULE

S2

S1

H: 3/A201 SIMJ: J1/A401S: -GLAZING TYPE: GL-3

H: 5/A401J: 2/A201S: 6/A401GLAZING TYPE: GL-2

J1

H: H2/A401J: H2/A401 SIMS: -GLAZING TYPE: REFER TO DOOR SCHEDULE

AS01 AND AS02 REFER TO 1/A401 FOR ELEVATIONS AND DIMENSIONSAS01 - HEAD: H2/A401; JAMB: H1/A401; SIM SILL: S2/A401AS02 - HEAD: H2/A401; JAMB: H1/A401; SIM SILL: S2/A401

AS09 - HEAD: 5/A401; JAMB: 5/A201; SILL: 7/A401AS09 - REFER TO 3/A401 FOR ELEVATIONS AND DIMENSIONS

REFER TO A001 FOR GLAZING SCHEDULE

REF.NIC

CHILD FIND113

SHARED OFFICE114

PARENTRESOURCE

115

OFFICE116

LIBRARY /WAITING

119

TRAININGKITCHEN

110

TRAINING109

OFFICE104

OFFICE103

TOILET106

TOILET107

CONFERENCE123

OFFICE122

OFFICE121

WORK ROOM118

TOILET117

RECEPTION120

ENTRY VESTIBULE101

OFFICE105

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ISSUE DATE:

REVISIONS:


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F101

FURNITURE PLAN - FORREFERENCE ONLY

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1/4" = 1'-0"F1011 FURNITURE PLAN

FOR REFERENCE ONLY

QUALITY ASSURANCE NOTESSECTION 033000 – CAST-IN-PLACE CONCRETE

QUALITY ASSURANCEA. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURINGREADY-MIXED CONCRETE PRODUCTS AND THAT COMPLIES WITH ASTM C 94/C 94MREQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT.1. MANUFACTURER CERTIFIED ACCORDING TO NRMCA'S "CERTIFICATION OFREADY MIXED CONCRETE PRODUCTION FACILITIES."B. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY, ACCEPTABLETO AUTHORITIES HAVING JURISDICTION, QUALIFIED ACCORDING TO ASTM C 1077AND ASTM E 329 FOR TESTING INDICATED, AS DOCUMENTED ACCORDING TO ASTM E548.1. PERSONNEL CONDUCTING FIELD TESTS SHALL BE QUALIFIED AS ACI CONCRETEFIELD TESTING TECHNICIAN, GRADE 1, ACCORDING TO ACI CP-01 OR AN EQUIVALENTCERTIFICATION PROGRAM.2. PERSONNEL PERFORMING LABORATORY TESTS SHALL BE ACI-CERTIFIEDCONCRETE STRENGTH TESTING TECHNICIAN AND CONCRETE LABORATORY TESTINGTECHNICIAN - GRADE I. TESTING AGENCY LABORATORY SUPERVISOR SHALL BE AN ACI-CERTIFIED CONCRETE LABORATORY TESTING TECHNICIAN - GRADE II.C. SOURCE LIMITATIONS: OBTAIN EACH TYPE OR CLASS OF CEMENTITIOUSMATERIAL OF THE SAME BRAND FROM THE SAME MANUFACTURER'S PLANT, OBTAINAGGREGATE FROM ONE SOURCE, AND OBTAIN ADMIXTURES THROUGH ONE SOURCEFROM A SINGLE MANUFACTURER.D. ACI PUBLICATIONS: COMPLY WITH THE FOLLOWING UNLESS MODIFIED BYREQUIREMENTS IN THE CONTRACT DOCUMENTS:1. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE," SECTIONS 1 THROUGH5.2. ACI 117, "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTIONAND MATERIALS.”E. CONCRETE TESTING SERVICE: ENGAGE A QUALIFIED INDEPENDENT TESTINGAGENCY TO PERFORM MATERIAL EVALUATION TESTS AND TO DESIGN CONCRETEMIXTURES.F. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITETO COMPLY WITH REQUIREMENTS IN DIVISION 01 SECTION "PROJECT MANAGEMENTAND COORDINATION."1. BEFORE SUBMITTING DESIGN MIXTURES, REVIEW CONCRETE DESIGN MIXTUREAND EXAMINE PROCEDURES FOR ENSURING QUALITY OF CONCRETE MATERIALS.REQUIRE REPRESENTATIVES OF EACH ENTITY DIRECTLY CONCERNED WITH CAST-IN-PLACE CONCRETE TO ATTEND, INCLUDING THE FOLLOWING:a. CONTRACTOR'S SUPERINTENDENT.b. INDEPENDENT TESTING AGENCY RESPONSIBLE FOR CONCRETE DESIGNMIXTURES.c. MIX CONCRETE MANUFACTURER.d. CONCRETE SUBCONTRACTOR.2. REVIEW SPECIAL INSPECTION AND TESTING AND INSPECTING AGENCYPROCEDURES FOR FIELD QUALITY CONTROL. CONCRETE FINISHES AND FINISHING,COLD-AND-HOT WEATHER CONCRETING PROCEDURES, CURING PROCEDURES,CONSTRUCTION CONTRACTION AND ISOLATION JOINTS, AND BOND BREAK MATERIAL,FORMS AND FORM REMOVAL LIMITATIONS, VAPOR BARRIER/RETARDER INSTALLATION,ANCHOR ROD AND ANCHORAGE, DEVICE INSTALLATION TOLERANCES, STEELREINFORCEMENT INSTALLATION, FLOOR AND SLAB FLATNESS AND LEVELNESSMEASUREMENT, CONCRETE REPAIR PROCEDURES, AND CONCRETE PROTECTION.

FIELD QUALITY CONTROLA. TESTING AND INSPECTING: OWNER WILL ENGAGE A SPECIAL INSPECTOR ANDQUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS ANDINSPECTIONS AND PREPARE TEST REPORTS. TESTING AGENCY SHALL PROVIDECERTIFICATION OF FIELD 1108, SECTION 5.6.1 AND PARAGRAPH B.1 OF THISSPECIFICATION.B. INSPECTIONS:1. STEEL REINFORCEMENT PLACEMENT.2. HEADED ANCHOR ROD PLACEMENT.3. VERIFICATION OF USE OF REQUIRED DESIGN MIXTURE.4. CONCRETE PLACEMENT, INCLUDING CONVEYING AND DEPOSITING.5. CURING PROCEDURES AND MAINTENANCE OF CURING TEMPERATURE.C. CONCRETE TESTS: TESTING OF COMPOSITE SAMPLES OF FRESH CONCRETEOBTAINED ACCORDING TO ASTM C 172, AS MODIFIED IN THESE SPECIFICATIONS, SHALLBE PERFORMED ACCORDING TO THE FOLLOWING REQUIREMENTS:1. TESTING FREQUENCY: OBTAIN ONE COMPOSITE SAMPLE FOR EACH DAY'SPOUR OF EACH CONCRETE MIXTURE EXCEEDING 5 CU. YD., BUT LESS THAN 25 CU. YD.,PLUS ONE SET FOR EACH ADDITIONAL 50 CU. YD. OR FRACTION THEREOF.2. SLUMP: ASTM C 143/C 143M; ONE TEST AT POINT OF PLACEMENT FOR EACHCOMPOSITE SAMPLE, BUT NOT LESS THAN ONE TEST FOR EACH DAY'S POUR OF EACHCONCRETE MIXTURE. PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCYAPPEARS TO CHANGE.3. AIR CONTENT: ASTM C 231, PRESSURE METHOD, FOR NORMAL-WEIGHTCONCRETE; ONE TEST FOR EACH COMPOSITE SAMPLE, BUT NOT LESS THAN ONE TESTFOR EACH DAY'S POUR OF EACH CONCRETE 4. CONCRETE TEMPERATURE: ASTM C 1064/C 1064M; ONE TEST HOURLY WHENAIR TEMPERATURE IS 40 DEG F AND BELOW AND WHEN 80 DEG F AND ABOVE, AND ONETEST FOR EACH COMPOSITE SAMPLE.5. COMPRESSION TEST SPECIMENS: ACI 318-11 AND ASTM C-31. SAMPLES SHALLBE TAKEN FROM CONCRETE PUMP DISCHARGE HOSE WHEN CONCRETE ISTRANSPORTED BY CONCRETE PUMP.i. CAST AND LABORATORY CURE 6 X 12 CYLINDER SPECIMENS OR 4 X 8 CYLINDERSPECIMENS. TEST SPECIMEN SIZE SHALL BE AGREED UPON BY A/E AND TESTINGAGENCY BEFORE CONSTRUCTION.6. COMPRESSIVE-STRENGTH TESTS: ASTM C 39a. 6 X 12 SPECIMENS: TEST ONE LABORATORY-CURED SPECIMEN AT 7 DAYS ANDON SET OF TWO SPECIMENS AT 28 DAYS. TEST ONE SPECIMEN AT 56 DAYS IFREQUIRED.b. 4 X 8 SPECIMENS: TEST TWO LABORATORY-CURED SPECIMENS AT 7 DAYS ANDONE SET OF THREE SPECIMENS AT 28 DAYS. TEST ONE SPECIMEN AT 56 DAYS IFREQUIRED.c. A COMPRESSIVE-STRENGTH TEST SHALL BE THE AVERAGE COMPRESSIVESTRENGTH FROM A SET OF SPECIMENS OBTAINED FROM SAME COMPOSITE SAMPLEAND TESTED AT AGE INDICATED.7. STRENGTH OF EACH CONCRETE MIXTURE WILL BE SATISFACTORY IF EVERYAVERAGE OF ANY THREE CONSECUTIVE COMPRESSIVE-STRENGTH TESTS EQUALS OREXCEEDS SPECIFIED COMPRESSIVE STRENGTH AND NO COMPRESSIVE-STRENGTHTEST VALUE FALLS BELOW SPECIFIED COMPRESSIVE STRENGTH BY MORE THAN 500PSI.8. TEST RESULTS SHALL BE REPORTED IN WRITING TO ARCHITECT, CONCRETEMANUFACTURER, AND CONTRACTOR WITHIN 48 HOURS OF TESTING. REPORTS OFCOMPRESSIVE-STRENGTH TESTS SHALL CONTAIN PROJECT IDENTIFICATION NAME ANDNUMBER, DATE OF CONCRETE PLACEMENT, NAME OF CONCRETE TESTING ANDINSPECTING AGENCY, LOCATION OF CONCRETE BATCH IN WORK, DESIGNCOMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIXTURE PROPORTIONS ANDMATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR BOTH 7-AND 28-DAY TESTS.9. NONDESTRUCTIVE TESTING: IMPACT HAMMER, SONOSCOPE, OR OTHERNONDESTRUCTIVE DEVICE MAY BE PERMITTED BY ARCHITECT BUT WILL NOT BE USEDAS SOLE BASIS FOR APPROVAL OR REJECTION OF CONCRETE.10. ADDITIONAL TESTS: TESTING AND INSPECTING AGENCY SHALL MAKEADDITIONAL TESTS OF CONCRETE WHEN TEST RESULTS INDICATE THAT SLUMP, AIRENTRAINMENT, COMPRESSIVE STRENGTHS, OR OTHER REQUIREMENTS HAVE NOTBEEN MET, AS DIRECTED BY ARCHITECT. TESTING AND INSPECTING AGENCY MAYCONDUCT TESTS TO DETERMINE ADEQUACY OF CONCRETE BY CORED CYLINDERSCOMPLYING WITH ASTM C 42/C 42M OR BY OTHER METHODS AS DIRECTED BYARCHITECT. CONTRACTOR SHALL PAY FOR ADDITIONAL TESTS.11. ADDITIONAL TESTING AND INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BEPERFORMED TO DETERMINE COMPLIANCE OF REPLACED OR ADDITIONAL WORK WITHSPECIFIED REQUIREMENTS.12. CORRECT DEFICIENCIES IN THE WORK THAT TEST REPORTS AND INSPECTIONSINDICATE DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS.

SECTION 051200 - STRUCTURAL STEEL FRAMING

QUALITY ASSURANCEA. FABRICATOR QUALIFICATIONS: A QUALIFIED FABRICATOR WHOPARTICIPATES IN THE AISC QUALITY CERTIFICATION PROGRAM AND ISDESIGNATED AN AISC-CERTIFIED PLANT, OR THE FABRICATOR SHALL EMPLOYAN APPROVED INDEPENDENT INSPECTION OR QUALITY CONTROL AGENCY TOCONDUCT PERIODIC, IN-PLANT INSPECTIONS AT THE FABRICATOR'S PLANT, AT AFREQUENCY THAT WILL ASSURE THE FABRICATOR'S CONFORMANCE TO THEREQUIREMENTS OF THE INSPECTION AGENCY'S APPROVED QUALITY CONTROLPROGRAM AS REQUIRED BY THE VUSBC (VIRGINIA UNIFORM STATEWIDEBUILDING CODE) 2012 EDITION, EFFECTIVE JULY 14, 2014.B. WELDING: QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWSD1.1, "STRUCTURAL WELDING CODE--STEEL."C. COMPLY WITH APPLICABLE PROVISIONS OF THE FOLLOWINGSPECIFICATIONS AND DOCUMENTS:1. AISC'S "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS ANDBRIDGES."2. AISC 360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"3. RCSC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 ORA 490 BOLTS."D. PREINSTALLATION CONFERENCE: CONDUCT CONFERENCE AT PROJECTSITE.

FIELD QUALITY CONTRO LA. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED INDEPENDENTTESTING AND INSPECTING AGENCY TO INSPECT FIELD WELDS, HIGH-STRENGTHBOLTED CONNECTIONS, AND POST- INSTALLED ANCHOR INSTALLATION.B. WELDED CONNECTIONS: FIELD WELDS WILL BE VISUALLY INSPECTEDACCORDING TO AWS D1.1.1. IN ADDITION TO VISUAL INSPECTION, FULL-PENETRATION FIELD WELDSWILL BE TESTED ACCORDING TO AWS D1.1 AND THE FOLLOWING INSPECTIONPROCEDURE:2. ULTRASONIC INSPECTION: 10% OF CJP WELDS SHALL BE TESTED PERASTM E 164. MORE MAY BE REQUIRED IF DEFICIENCIES ARE FOUND.C. CORRECT DEFICIENCIES IN WORK THAT TEST REPORTS ANDINSPECTIONS INDICATE DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS.

SECTION 053100 - STEEL DECKING

QUALITY ASSURANCEA. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HASCOMPLETED STEEL DECK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THATINDICATED FOR THIS PROJECT AND WHOSE WORK HAS RESULTED INCONSTRUCTION WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE.B. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY,ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, QUALIFIED ACCORDINGTO ASTM E 329 TO CONDUCT THE TESTING PER IBC TABLE 1705.2, ASDOCUMENTED ACCORDING TO ASTM E 548.C. WELDING: QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWSD1.3, "STRUCTURAL WELDING CODE - SHEET STEEL."D. AISI SPECIFICATIONS: COMPLY WITH CALCULATED STRUCTURALCHARACTERISTICS OF STEEL DECK ACCORDING TO AISI'S "NORTH AMERICANSPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURALMEMBERS" AND PER MINIMUM DECK PROPERTIES INDICATED IN CONTRACTDOCUMENTS.

FIELD QUALITY CONTROLA. TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED INDEPENDENTTESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS ANDINSPECTIONS AND PREPARE TEST REPORTS.B. FIELD WELDS AND MECHANICAL FASTENERS WILL BE SUBJECT TOINSPECTION.C. TESTING AGENCY WILL REPORT INSPECTION RESULTS PROMPTLY ANDIN WRITING TO CONTRACTOR AND ARCHITECT.D. REMOVE AND REPLACE WORK THAT DOES NOT COMPLY WITH SPECIFIEDREQUIREMENTS.E. ADDITIONAL INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BEPERFORMED TO DETERMINE COMPLIANCE OF CORRECTED WORK WITHSPECIFIED REQUIREMENTS.

GENERAL STRUCTURAL NOTES

SPECIAL INSPECTIONS ARE REQUIRED BY THE VIRGINIA UNIFORM STATEWIDE BUILDINGCODE (CHAPTER 17). REFER TO SECTION 014000 OF THE SPECIFICATIONS FOR THEGENERAL INSPECTION REQUIREMENTS. THE FOLLOWING IS A LIST OF ITEMS THATREQUIRE SPECIAL INSPECTION. REFER TO THE REFERENCED QUALITY ASSURANCE NOTEFOR THE SPECIFIC REQUIREMENTS FOR EACH ITEM. THE INDEPENDENT INSPECTIONAGENCY, ENGAGED BY THE OWNER, SHALL REVIEW THE TEST PROCEDURES ANDINSPECTIONS WITH THE STRUCTURAL ENGINEER OF RECORD, THE GENERAL CONTRACTOR,AND THE OWNER PRIOR TO CONDUCTING TESTS AND INSPECTIONS.

A. CAST-IN-PLACE CONCRETE SECTION 033000B. STRUCTURAL STEEL FRAMING SECTION 051200C. STEEL DECKING SECTION 053100

SHOP DRAWINGS: THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL,CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS WITH THESTRUCTURAL DRAWINGS, INCLUDING THE LOCATION OF MISCELLANEOUS ITEMSAFFECTING THE STRUCTURAL WORK SUCH AS OPENINGS, BENT PLATES, INSERTS,ETC. PROMPTLY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS.

PROVIDE (1) ELECTRONIC PDF COPY OF ALL STRUCTURAL SUBMITTALS.

SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND SUBCONTRACTORPRIOR TO BEING SUBMITTED FOR APPROVAL. SUBMITTED SHEETS SHALL CONTAINTHE CONTRACTOR'S SIGNED AND DATED REVIEW STAMP.

2.

3.

ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA UNIFORMSTATEWIDE BUILDING CODE (VUSBC), EFFECTIVE JULY 14, 2014.

A. NEW CONSTRUCTION- PART 1 OF VUSBC- "VIRGINIA CONSTRUCTION CODE"

1. ADOPTION OF CHAPTERS 2-35 OF 2012 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) WITH VIRGINIA AMMENDMENTS.

B. RENOVATION/ ALTERATION- PART II OF THE VUSBC- "VIRGINIAREHABILITATION CODE"

1. ADOPTION OF CHAPTERS 2-15 OF THE 2012 OF THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) WITH VIRGINIA AMMENDMENTS.

a. CLASSIFICATION OF WORK FOR THIS PROJECT= ALTERATION-LEVEL 3

NO LOADS IN EXCESS OF THE DESIGN LIVE LOADS LISTED SHALL BE IMPOSED UPONANY AREA DURING CONSTRUCTION, UNLESS ADEQUATE SHORING OR OTHER MEANS ISPROVIDED TO SUPPORT THE EXCESSIVE LOADS.

IF ANY CHANGES ARE MADE IN WEIGHT AND/OR LOCATION OF POINTS OF SUPPORT OFEQUIPMENT, THE CONTRACTOR SHALL FURNISH DETAILS OF CHANGES TO THEARCHITECT FOR REVIEW AND NECESSARY MODIFICATIONS.

TEMPORARY BRACING, GUY WIRES, SHORING, ETC., SHALL BE USED AS NECESSARY TORESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED DURINGCONSTRUCTION, INCLUDING EQUIPMENT AND ITS OPERATION.

THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THEBUILDING IS FULLY COMPLETED. THE ERECTION PROCEDURE AND SEQUENCEINCLUDING THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

DRAWINGS DO NOT SHOW ALL OPENINGS, COORDINATE WITH MECHANICAL DRAWINGS.VERIFY SIZES AND LOCATIONS OF ALL OPENINGS WITH MECHANICAL.

REFER TO ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS.

THE ENGINEER SHALL NOT HAVE THE AUTHORITY OR RESPONSIBILITY TO SUPERVISEOR DIRECT THE CONSTRUCTION WORK.

ALL SECTIONS AND DETAILS, WHETHER EXPLICITLY CUT ON PLAN OR NOT, SHALL BECONSIDERED TYPICAL AND SHALL APPLY AT SIMILAR CONDITIONS.

INFORMATION REGARDING STRUCTURAL MEMBERS INDICATED TO BE EXISTING WASOBTAINED FROM LIMITED AVAILABLE EXISTING DRAWINGS. ACTUAL CONDITIONS MAYDIFFER FROM THAT WHICH IS INDICATED. IF THE CONTRACTOR UNCOVERS EXISTINGCONDITIONS THAT DIFFER FROM THAT WHICH IS INDICATED ON PLAN, THECONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OFRECORD OF THE DISCREPANCY IN ORDER THAT THE CONDITION MAY BE RESOLVED.

FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO THECONSTRUCTION AND FABRICATION OF ANY NEW STRUCTURAL MEMBERS. AT ALLLOCATIONS WHERE NEW ROOFS AND FLOORS ADJOIN EXISTING ROOFS AND FLOORS,EMPLOY A LICENSED SURVEYOR TO VERIFY EXISTING DIMENSIONS, FLOORELEVATIONS, AND FLOOR-TO-FLOOR HEIGHTS BEFORE ORDERING, DETAILING,FABRICATING, OR ERECTING ANY NEW STRUCTURAL MEMBERS.

ADDITIONS AND ALTERATIONS TO THE EXISTING BUILDING DO NOT INCREASE THEDEMAND/CAPACITY RATIO OF ANY EXISTING STRUCTURAL LATERAL FORCE RESISTINGELEMENT BY MORE THAN 10%; THEREFORE, AN ENGINEERING EVALUATION ANDANALYSIS OF THE ALTERED EXISTING STRUCTURE IS NOT REQUIRED.

1.

DESIGN LOADS AND PARAMETERS

A. BUILDING RISK CATEGORY (TABLE 1604.5)

CATEGORY II

B. LIVE LOADS - NEW VESTIBULE

ROOF 20 PSFLOBBIES (MAIN FLOOR) 100 PSF

ROOF LIVE LOAD REDUCTION (NOT USED)

C. SNOW LOADS

Pg=25 PSF (GROUND SNOW)Ce=1.0 (SNOW EXPOSURE FACTOR)Ct=1.0 (THERMAL FACTOR)Is=1.0 (SNOW LOAD IMPORTANCE FACTOR: ASCE 7-10 TABLE 1.5-2)Pf (SNOW LOAD FOR LOW-SLOPE ROOF)=0.7X(Ce)X(Ct)X(Is)X(Pg)

Pf=0.7X1.0X1.0X1.0X25 = 17.5 PSFMINIMUM PF (LOW-SLOPE ROOF WHERE PG> 20.0 PSF) =

Pm=(20)X(Is) = 20.0X1.0 = 20.0 PSFUSE 20 PSF MINIMUM

D. WIND LOADS

Vult=115 MPH (BUILDING RISK CATEGORY: II ) (BASIC WIND SPEED: 3-SECOND GUST)Vasd = 89 MPHEXPOSURE CKd=0.85 (WIND DIRECTIONALITY FACTOR)Kzt=1.0 (TOPOGRAPHIC FACTOR)Gcpi=±0.18 (ENCLOSED BUILDING)

WIND LOAD DETERMINATION BY:ASCE 7-10, CHAPTERS 26 - 30 (DIRECTIONAL PROCEDURE)

COMPONENTS AND CLADDING LOADS (STRENGTH LEVEL LOAD INDICATED IN TABLETHIS DRAWING):

E. SEISMIC LOADS

Ie=1.0 (ASCE 7-10 TABLE 1.5-2)SEISMIC SITE CLASS = D (ASSUMED)

Ss=17.8%G Sms=(Fa)X(Ss)=(1.60)X(17.8) = 28.5%GS1=6.1%G Sm1=(Fv)X(S1)=(2.40)X(6.1) = 14.6%GFa=1.60 Sds=(2/3)X(Sms) = 19.0%GFv=2.40 Sd1=(2/3)X(Sm1) = 9.7%G

SEISMIC DESIGN CATEGORY = B

BASIC STRUCTURAL SYSTEM:STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

SEISMIC FORCE-RESISTING SYSTEM:STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE

R=(RESPONSE MODIFICATION FACTOR) = 3.0Wo =(SYSTEM OVERSTRENGTH FACTOR) = 3.0Cd=(DEFLECTION AMPLIFICATION FACTOR) = 3.0(NO SPECIAL DETAILING REQUIRED PER AISC "SEISMICPROVISIONS FOR STEEL BUILDINGS")

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE METHODCs = 6.3%GSEISMIC BASE SHEAR (STRENGTH LEVEL LOAD) = 0.2 KIPS

G. CONCENTRATED LOADS (OVER 2.5'X2.5' AREA):

300 POUNDS - ROOFS2000 POUNDS - OFFICES200 POUNDS - SCUTTLES AND CEILINGS WITH ACCESS

J. ICE LOADSICE DENSITY= 56 pcf (ASCE 7-10, SECTION 10.4)t=0.75" (NOMENAL ICE THICKNESS AT 33' HT, ASCE 7-10 Fig 10-2)Ii=1.0 (ICE LOAD IMPORTANCE FACTOR, ASCE 7-10, TABLE 1.5-2)Z=30' (HT ABOVE GROUND)fz=(2/33)^0.10 (HT FACTOR, ASCE 7-10 EQ 10.4-4) = 30/33)^0.10=0.99Kzt=1.0 (TOPOGRAPHIC FACTOR, ASCE 7-10 CH. 26)td=2.0 (t) (Ii)(fz)(kzt)^0.35 (DESIGN ICE THICKNESS, ASCE 7-10 EQ 10.4-5) = 2.0(0.75") (1.0) (0.99) (1.0)^0.35=1.49"WEIGHT OF ICE = 1.49"/12 X 56 PCF = 6.95 PSF SURFACE AREA

K. RAIN LOADSi=3.25 in/hr (IBC 2012 FIGURE 1611.1)A=2,500 SF (WORST CASE AREA PER SECONDARY DRAIN)Q=0.0104 (A) (i) (FLOW RATE 7-10 EQ C8-1) = 0.0104 (2,500 SF)(3.25 in/hr) = 84.5 GAL/MINdh=1.05" (ASCE 7-10, TABLE C8-1)ds=2" (DEPTH OF WATER UP TO SECONDARY DRAINAGE INLET)R=5.2(ds+dh) (IBC 2012 EQ 16-36. DESIGN RAIN LOAD) =5.2(2"+1.05")=15.86 PSF

FOUNDATIONS FOR THIS STRUCTURE ARE SPREAD FOOTINGS BEARING ON EITHER VIRGINSOIL OR CONTROLLED COMPACTED FILL WITH AN ASSUMED SOIL BEARING CAPACITY OF2000 PSF.

THE OWNER'S SPECIAL INSPECTOR SHALL VERIFY, PRIOR TO POURING CONCRETE, THATTHE SOIL IS CAPABLE OF SUPPORTING SUCH A LOAD.

THE CONTRACTOR SHALL PROTECT THE FOOTINGS AND SLABS FROM DAMAGE FROMFROST HEAVE DURING CONSTRUCTION UNTIL THE FINAL DESIGN STRUCTURE ISCOMPLETE.

5.

ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF AISC360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". BOLTED CONNECTIONSSHALL BE TIGHTENED TO A SNUG TIGHT CONDITION UNLESS NOTED OTHERWISE ONPLAN. REFER TO DRAWINGS FOR CONNECTIONS.

ASTM A992 (W-SHAPES) FY = 50 KSIASTM A500 GRADE C (SQUARE AND FY = 50 KSI

RECTANGULAR HSS SHAPES) ASTM A36 (ANGLE, PLATES, AND FY = 36 KSI

OTHER STRUCTURAL SHAPES) E70XX (SMAW PROCESS WELDING)E6022 (METAL DECK TO STRUCTURAL STEEL - SMAW PROCESS)E7XT-X (FCAW PROCESS WELDING)ASTM A325-N (BOLTS)ASTM A563 (HEAVY HEX NUT)ASTM F436 (HARDENED STEEL WASHER)ASTM F1554 FY=36 KSI (ANCHOR RODS UNO)

DETAILING AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH CURRENTOSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY-SUBPART R - STEELERECTION.

CONTRACTOR SHALL PROVIDE FIELD CURED SAMPLES OF CAST-IN-PLACE CONCRETEIN FOOTINGS, PIERS, AND WALLS IN ACCORDANCE WITH OSHA SECTION 1926.752 TODETERMINE THAT CONCRETE HAVE ACHIEVED A MINIMUM OF 75% OF DESIGNSTRENGTH PRIOR TO THE COMMENCEMENT OF STEEL ERECTION.

ALL STEEL COLUMNS AND BEAMS WITHIN STEEL STUD WALLS SHALL MEET CLOSERDIMENSIONAL TOLERANCES OF ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS) AS INDICATED IN THE AISC CODE OF STANDARD PRACTICE.

ALL STEEL MEMBERS AND CONNECTORS EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED.

ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10"SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318-11 "BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE".

f'c=3500 PSIASTM A615 GRADE 60 (TYPICAL REINFORCING STEEL)ASTM A1064 (PLAIN WELDED WIRE FABRIC - USE FLAT SHEETS ONLY)

ALL EXTERIOR EXPOSED CONCRETE SHALL BE FURNISHED WITH AN AIR-ENTRAINING ADMIXTURE PROVIDING AN AIR-CONTENT OF 6% (+/- 1 1/2%) AT POINTOF PLACEMENT - REFER TO SPECIFICATIONS.

6.

8.

STEEL FLOOR AND ROOF DECK SHALL COMPLY WITH STEEL DECK INSTITUTEPUBLICATION No. 31. THE FOLLOWING MINMUM PARAMETERS SHALL BE MET:

GALVANIZED STEEL SHEET = ASTM A 653, G60 MINIMUM GALVPROFILE DEPTH AND STEEL THICKNESS = AS INDICATEDSPAN CONDITION = TRIPLE OR MOREROOF DECK MIN YIELD STRENGTH = 33KSIMIN DECK END BEARING = 1 1/2"END JOINTS = LAPPED 2"

9.

FASTERNERS GENERICALLY REFERRED TO AS "PAF" (POWDER ACTUATED FASTENERS) SHALL BEONE OF :

10.

PAF INTO NORMAL WEIGHT CONCRETE:

ANCHOR MANUF SHANK DIAMETER MIN EMBEDMENT

1. X-U HILTI 0.157" 1 1/4"2. 8 mm HEAD POWERS 0.157" 1 1/4"

SPIRAL CSI PINFASTENERS3. SP SERIES RAMSET 0.150"/0.180" TAPERED SHANK 1 1/4"4. PDPA SIMPSON 0.157" 1 1/4"

PAF INTO STRUCTURAL STEEL:

ANCHOR MANUF SHANK DIAMETER

1. X-U HILTI 0.157"2. 8 mm HEAD POWERS 0.157"

SPIRAL CSI PINFASTENERS3. SP RAMSET 0.150"4. PDPA SIMPSON 0.157"USE ONLY HILTI X-U PAF IN STRUCTURAL STEEL GREATER THAN 1/2" THICK. 1/2" MINIMUM POINTPENETRATION REQUIRED IN STRUCTURAL STEEL GREATER THAN 1/2" THICK.

4.

ALL STRUCTURAL COLD-FORMED METAL FRAMING SHALL CONFORM TO THES100-07 / S2-10 "NORTH AMERICAN SPECIFICATION FOR DESIGN OF COLD-FORMED STEELSTRUCTURAL MEMBERS, WITH SUPPLEMENT 2 DATED, 2010 - BY AMERICAN IRON ANDSTEEL INSTITUTE (AISI). ALL STUDS, JOISTS, AND ACCESSORIES SHALL BE GALVANIZEDSTEEL WITH THE TYPE, SIZE, GAUGE, AND SPACING INDICATED ON THE DRAWINGS. ALLMEMBERS WITHOUT A DESIGNATED SIZE ON THE DRAWINGS SHALL BE DESIGNED BY ALIGHT GAUGE STEEL SPECIALTY ENGINEER REGISTERED IN THE COMMONWEALTH OFVIRGINIA.

DESIGN MINIMUM YIELD STRENGTHS ARE AS FOLLOWS:

Fy=33 KSI FOR 54, 43 AND 33 MIL THICKNESS Fy=50 KSI FOR 97 AND 68 MIL THICKNESS

PUNCH OUTS SHALL NOT BE LOCATED WITHIN 10" OF END OF MEMBER OR INSIDE FACE OFSUPPORT. PROVIDE BRIDGING IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS - NOT TO EXCEED 5'-0" OC IN VERTICAL WALL STUDS.

PAF USED TO CONNECT LIGHT GAGE STEEL MEMBERS OR CONNECTORS TO CONCRETEOR STRUCTURAL STEEL SHALL BE ONE OF THOSE INDICATED IN "POST INSTALLEDANCHOR" NOTE NO. 10.

USE NO. 10 SCREWS (MINIMUM SIZE) IN ALL CONNECTIONS OF LIGHT GAUGE STEELSTRUCTURAL MEMBERS UNLESS NOTED OTHERWISE.

7.

EFFECTIVEWIND AREA

(SQ FT)

102050

100 ANDGREATER

ZONES 1,2,3( + )

+9.7+9.1+8.3+7.7

ZONE 1( - )

-23.8-23.2-22.4-21.8

ZONE 2( - )

-39.9-35.6-30.0-25.8

ZONE 3( - )

-60.0-49.7-36.1-25.8

EFFECTIVEWIND AREA

(SQ FT)

102050100

ZONES 4,5( + )

+23.8+22.7+21.3+20.2

ZONE 4( - )

-25.8-24.7-23.3-22.2

ZONE 5( - )

-31.8-29.7-26.9-24.7

EFFECTIVEWIND AREA

(SQ FT)

102050100

ZONES 1,2( - )

-34.2-33.6-32.8-32.2

ZONE 3( - )

-56.4-44.3-28.2-16.1

WALL PRESSURES (PSF) (FIGURE 30.4-1)

FLAT ROOF PRESSURES (PSF)(FIGURE 30.4-2A) ROOF SLOPES < 7 DEGREES)

ROOF OVERHANG PRESSURES (PSF)(FIGURE 30.4-2A)

54

5 5

5

4

COMPONENTS AND CLADDING WIND PRESSURE TABLES (ULTIMATE)FOR BUILDINGS WITH MEAN ROOF HEIGHT H<60'

a

a a

a

WALL PRESSURE ZONES

FLAT ROOF AND OVERHANGPRESSURE ZONES (PLAN VIEW)

a

a

1

3 3

33

2 2

2

2

1. a = PRESSURE ZONE WIDTH = 3 FT2. PLUS SIGN ( + ) SIGNIFIES PRESSURE ACTING TOWARD THE SURFACE.3. MINUS SIGN ( - ) SIGNIFIES PRESSURE ACTING AWAY FROM THE SURFACE.

ALL STEEL ANGLE LINTELS SHALL BE ASTM A36 STEEL. ALL STEELLINTELS IN EXTERIOR WALLS SHALL BE GALVANIZED.

ALL STEEL STUD LINTELS SHALL BEAR ON (1) JACK STUD MINIMUMAND FRAME INTO (2) FULL HEIGHT STUDS MINIMUM AT EACH ENDUNLESS OTHERWISE NOTED.

SCREW ALL CLUSTERED STEEL STUDS TOGETHER AT JAMBS WITHNO. 10 SCREWS AT 12" OC EACH FLANGE AND (2) SCREWS ALONGLENGTH. STUDS AND TRACKS ARE FULL HEIGHT; NO SPLICESALLOWED.

BOX SHAPED STEEL STUD LINTELS SHALL BE COMPRISED OFCONTINUOUS TRACKS AND STUD PIECES. NO SPLICES AREALLOWED. CONNECT PIECES OF BOX SHAPED LINTEL TOGETHERWITH NO. 10 SCREWS AT 12" OC. ALL LINTEL MEMBERS SHALL BEUNPUNCHED.

SHORE EXISTING WALLS AS REQD WHERE NEW LINTELS ARE TO BEINSTALLED WITHIN EXISTING WALLS.

BEAR ALL STEEL LINTELS 8" EACH END.

1.

2.

3.

4.

5.

6.

LINTEL NOTES LINTEL SCHEDULE

(2) L5X3 1/2X5/16 LLV

MARK DESCRIPTION CONFIGURATION LOCATION

L1 WINDOW AS03

L2 (2) 600S162-43 VERT WITHMATCHING TRACK TOP ANDBOTTOM

REFER TO S101FORCONNECTIONDETAILS

ISSUE DATE:

DRAWN BY:

PROJECT MANAGER:

REVISIONS:

PROJECT NUMBER:


SHEET TITLE:

SHEET NUMBER:

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S100

GENERAL STRUCTURALNOTES, QUALITY ASSURANCENOTES, AND LINTELS

DEA

DEA/JSD

CONSTRUCTION DOCUMENTS

2015.46

FAMILY RESOURCE

CENTER INTERIOR

ALTERATIONS AND

VESTIBULE ADDITION

SPOTSYLVANIA COUNTYPUBLIC SCHOOLS


A.1

0.7

0.9

A.2

A

1

EX 3'-0"X3'-0"X'1'-0"

FTG

8 1/

2" ±

6'-1

1"7"

2'-5" 8'-7" ±

8 1/2" ±

1'-3 1/2"

2'-5" 8'-7" ±

2'-0" ±13'-0"

HSS6X6X

5/16

BP-2HSS6X

6X5/1

6

BP-1

HSS6X6X5/16BP-1

HSS6X6X

5/16

BP-2

F3.0 F3.0

1'-6"1'-6"

1'-6"1'-6"

2'-0

"

2'-0

"

FACE OF EX CMU WALL

-2'-0"

TYP TOP OFFTG EL

S101

1

-1'-4"

-1'-4"

S101

3

S101

4

STEP TURNDOWN SLABUP ON TOP OF RAISEDFOOTING. EXTENDCONT BOT BARS INTONEW FTG

6'-0

5/8

" ±

TYP

-1'-4".

TYP EX FTG EL

S101

1

S101

2

CJ

CJ

A.1

0.7

0.9

A.2

A

1

1" EXP JNT

CP

CP

CP

CP

W16X26 (S)W8X18 (S)

W16X26 (S)

HSS8X3X1/4 (S)

W16

X26

W16

X26

(+ +

11'-7

" )

(+ +

11'-3

5/8

" )

EX 8" CMU WALL

S101

5

S101

8

S101

7

S101

6

8 1/

2"6'

-11"

7"

11'-8 1/2" 1'-3 1/2"

13'-0"

1'-8

"L2

A.2

6

1'-0"REFER TO ARCH DWGSFOR STOREFRONTDETAILS, TYPICAL

2'-0

"(2) #5 CONT. LAP1'-10" AT SLICES ANDCORNER BARS

3" CLEAR BOTTOMAND SIDES, TYPICAL1'-0"

0.91

REFER TO FDN PLAN FORCOL SIZE, BASE PLATESIZE, AND TOP OFFOOTING ELEVATION, TYP

2'-0"

1'-4

" ±

8 1/2"

EXIST 8" CMU WALL

8"

7"

1'-0

"

(2) #5 X 2'-6"BOTTOM3" CLR

(4) #5 X 1'-6" DOWELS. EMBED 6"INTO FOOTING. EVENLY SPACEALONG LENGTH OF FOOTINGINDICATED ON PLAN

8"

4" NEW 4" SLAB-ON-GRADE

1'-4

" ±

EXIST FOOTING

EXIST SLAB-ON-GRADE

TO REMAIN

EXIST WALL OR

TURNDOWN SLAB

TO BE REMOVED

0.91

9 1/8" ±

FACE OFSHEATHING ONCMU WALL

1" EXP JT

5 3/8" ±1 1/2" ROOF DECK, TYP

CONT L5X3X1/4

7"

A.1

Level 1

0' - 0"

A.1

2'-0

"

1'-0"

9" TO FACE OF STUD

PAF AT 16" OC

REFER TO 1/S101 FORDETAILS NOT INDICATED

9 5/8"

TO EDGE OF TURNDOWN

600S162-43 AT 16" OCWITH MATCHING TRACKTOP & BOTTOM

A.2CONT L5X3X1/4 LLHTOP AND BOTTOM.REFER TO 7/S101 FORCONNECTION TO STUD6 3/4"

OF ANGLE1/2" EDGE

CONNECT BEAM TO 3/8" THICKFULL HEIGHT STIFF PL WITH (2)3/4" DIA A325N BOLTS.PROVIDE SHORT SLOTTEDHORIZONTAL HOLES IN SHEARTAB.

600S162-42 AT 16" OC

0.7

4" 1'-8"

1/2" EDGE OFANGLE

CONT L4X3X1/4 LLHTOP AND BOTTOM

362S162-43 AT 16" OC.CONNECT TO ANGLEWITH STIFFCLIP LB BYSTEEL NETWORK ORAPPROVED EQUAL ATEACH STUD.CONNECT TO ANGLEWITH (2) PAF TOSTEEL AND (3)SCREWS TO STUD.

362S162-43 FRAMINGAT 16" OC. CONNECTWITH (3) SCREWS TYP

A.1

OF ANGLE1/2" EDGE

3" MAX

2 1/2"CONT L3X3X1/4

1/4TYP

3/8" SHEAR TAB WITH(2) 3/4" DIA A325 BOLTS.PROVIDE STD RND HOLES INBEAM WEB. PROVIDE SHORTSLOTTED HORIZONTALHOLES IN SHEAR TAB

VERTICLIP SLB SERIESDEFLECTION CLIP BY STEELNETWORK OR APPROVEDEQUAL AT EACH STUD.CONNECT TO STEEL EDGEANGLE WITH (2) PAF TO STEELAND (3) SCREWS TO STUD. ATCLUSTERED JAMB STUDS,PROVIDE (1) SLIDE CLIP EACHSIDE OF JAMB STUD CLUSTER

3"

TYPICAL SLAB-ON-GRADE SHALL BE 4" NORMAL WEIGHT CONCRETE WITH 6X6-W1.4XW1.4WWF AT MID-DEPTH, OVER VAPOR BARRIER/RETARDER (REF ARCH DWGS), OVER 4"POROUS FILL.

REFER TO DRAWING S101 FOR TYPICAL FOUNDATION DETAILS.

TOP OF FOOTING ELEVATIONS INDICATED THUS RELATIVE TO TYPICALFINISHED FIRST FLOOR ELEVATION.

FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO THE CONSTRUCTIONAND FABRICATION OF ANY NEW STRUCTURAL MEMBERS.

F3.0 INDICATES 3'-0"X3'-0"X1'-1" FOOTING WITH (4) #4 X 2'-6" EACH WAY BOTTOM.PROVIDE 3" CLEAR, BOTTOM.

CJ INDICATES LOCATION OF CONTROL JOINT. REFER TO TYPICAL SECTION THIS SHEETFOR DETAILS.

REFER TO ARCHITECTURAL DRAWINGS FOR FULL FIRST FLOOR PLAN.

1.

2.

3.

4.

5.

6.

7.

-X'-XX"

1/8" = 1'-0"

PARTIAL FOUNDATION PLANN

TOP OF ALL STEEL ROOF GIRDERS INDICATED THUS (+XX'-X") RELATIVE TOFINISH FIRST FLOOR.

PROVIDE 1 1/2", 22 GAGE, GALVANIZED STEEL ROOF DECK (TYPE B).CONNECT TO ROOF FRAMING MEMBERS AS INDICATED ON S101.

W8X10 (S) INDICATES BEAM SLOPES UNIFORMLY BETWEEN SUPPORTINGMEMBERS.

FIELD WELDED FULL MOMENT CONNECTION INDICATED THUS .

REFER TO ARCHITECTURAL DRAWINGS AND MECHANICAL DRAWINGS FORDIMENSIONS FOR MECHANICAL AND OTHER PENETRATIONS THROUGH ROOFAND/OR CEILING.

'CP' INDICATES BEAM BEARS ON TOP OF COLUMN CAP PLATE.

SPACE JOISTS OR BEAMS EQUALLY BETWEEN COLUMNS UNLESS NOTEDOTHERWISE.

FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO THECONSTRUCTION AND FABRICATION OF ANY NEW STRUCTURAL MEMBERS.

REFER TO ARCHITECTURAL DRAWINGS FOR FULL ROOF PLAN.

1.

2.

3.

4.

5.

6.

7.

8.

9.

1/8" = 1'-0"

PARTIAL ROOF FRAMING PLANN

PROVIDE 3" CONCRETECOVER OVER ALL STEELBELOW GRADE

COLUMN- REFER TO PLAN FOR SIZE

BASE PLATE- REFER SCHEDULE

1 1/2" NON- SHRINK GROUT

TYPICAL COLUMN FOOTING3/4"=1'-0"

REFER TO BASE PLATESCHEDULE FOR ANCHORROD SIZE, EMBEDMENTAND SPACING

REFER TO PLAN FOR TOPOF FOOTING ELEV

3" MIN BOLTPROJECTION

3" CLR

1/4TYP AT HSS UNO

4AB

3 1/2"

1 1/2"

DE

PTH

EM

BE

DM

EN

T

4" 4"POUR NEW CONCRETEBELOW EXISTINGSLABS TO SUPPORTEDGES

COMPACTED FILL

NEW PIPE- SEE PLUMBINGAND MECHANICAL DRAWINGSFOR EXTENT

TYPICAL SLAB-ON-GRADEREPAIR DETAIL1 1/2"=1'-0"

SAW CUT MIN OF 1" DEEPALONG PERIMETER OFTRENCH

FILL

PO

RO

US

BE REPAIRED

NEW TRENCHOR SLAB TO

8 1/ 4" 8 1/ 4"

EX

IST

SLA

BO

N G

RA

DE

TYPICAL SLAB-ON-GRADE ANDCONTROL JOINT DETAIL3/4"=1'-0"

1/8" WIDE SOFT CUT SAWN CONTROLJOINT. SAW JOINT AS SOON ASPOSSIBLE TO PREVENT CRACKING,DO NOT DISLODGE AGGREGATE ORCREATE A RAGGED EDGE

SUPPORT WIREMESHWITH CONT SLABBOLSTERS AT 4'-0" OCMAX WITH CONT HORIZBOTTOM PLATES

NOTE: GALVANIZED STEEL KEYEDJOINT MAY BE USED IN LIEU OFSAWN CONTROL JOINT

WWF REINFORCEMENT(DO NOT BREAK AT JOINT)

VAPOR BARRIER/RETARDER(CONT UNDER JOINT)

POROUS FILL

4"4"

1/4 OF SLABDEPTH

.

CONTROL JOINT LOCATIONSINDICATED WITH 'CJ' ONFOUNDATION PLAN

REF PLAN FOR COLUMN SIZE

3/4" THICK CAP PLATEWITH (4) 3/4" DIA A325 BOLTSERECTION BOLTS

REFER TO PLANFOR BEAM SIZE ANDELEVATION

REFER TO PLANFOR TOP OF BEAMELEVATION

3/8" STIFF PLATE EACH SIDEOF WEB. PROVIDE HOLESFOR CONNECTING BEAMS

CENTERLINE GRID

TYPICAL CAP PLATE DETAIL3/4"= 1'-0"

TYP1/4

TYP1/4

W16 BEAM

W16 GIRDER 3/8" FULL HEIGHT STIFFPLATE WITH(4) A325 DIA A325N BOLTS

TYPICAL FULL MOMENTCONNECTION W16 BEAMTO W16 GIRDER DETAIL

3/4"= 1'-0"

CJP

STITCH CONNECTOR (AT SIDELAPS)(1) NO. 12X3/4" LONG SELF-DRILLING, SELF-TAPPING SCREW AT 36" MAXIMUM SPACING

TYPICAL 1 1/2" STEEL ROOFDECK ATTACHMENT

(4) #12 X3/4" LONG SELF- DRILLING, SELFTAPPING SCREWS- SCREW AT 6" OC AT ENDS AND END LAPS- SCREW AT 6" OC AT SIDE TERMINATION OFDECK OVER CONT STEEL BEAM OR ANGLE- SCREW AT 6" OC TYPICAL AT DECKPERIMETER

1 1/2"=1'-0"

36" SHEET

REFER TO ARCH AND PLUMBINGDRAWINGS FOR LOCATIONSWHERE REQUIRED

TYP1/4 6

1 1/

2"1

1/2"

3/8"X4"PLATEEACHSIDE OFHSSBEAM

HSS BEAM

ERECTIONBOLT, TYP

1/4

1/4

3/4"= 1'-0"

TYPICAL CONNECTION OFHSS BEAM TO WIDE FLANGEGIRDER OR COLUMN

TYPICAL BOXED HEADERCONNECTIONHEADER AT TOP OF OPENINGS

(2) UNPUNCHEDSTUDS TYP UNO.REFER TO LINTELSCHEDULE FORMEMBER SIZES

ATTACH TOP AND BOTTOMTRACK USING: (2)SCREWS AT 12" OC

HEADER ATTACHMENT

68 MIL RUNNER TRACK SCREW ATTACHED TO FULL HEIGHT STUD WITH(8) SCREWS AND TO HEADER WITH (4) SCREWS EACH FLANGE

REF LINTEL SCHEDULE FORNO. OF FULL HEIGHT STUDS

HEADER ATTACHMENT

1"1"

1 1/2" EQ

2"X2" 68 MIL CLIP ANGLES- ATTOP AND BOTTOM TRACK 1/2"LESS THAN STUD WIDTH. USE(3) SCREWS ON EACH LEG ASINDICATED ABOVE

JACK STUD WITH TRACK.ATTACH TRACK TO JAMB WITH(1) SCREW AT 12" OC ON EACHLEG. JACK STUD AND TRACKTO BE TIGHT TO BOTTOM OFHEADER

MARK SIZEHEADED ANCHORRODS ASTM F1554Fy= 36 KSI UNO

RODEMBED

RODGAUGE

BASE PLTYPE

COMMENTS

BP-1 3/4X13X1'-1" (4) 3/4" DIA 9" 9" A

BP-2 3/4X9X1'-1" (4) 3/4" DIA 8" 9"X5" B

STEEL COLUMN BASE PLATE SCHEDULE

8 1/8"

2"

2"

TYPE A TYPE B

BASE PLATE TYPES

8 1

/8"

8 1/8"

2"

2" 8 1

/8"

FACE OF

EXISTING

BUILDING

EPOXY ANCHOR RODS INTOFOOTING, NOTE 1

NOTES:1. USE HILTI HIT RE-500 SD OR HILTI HY-200. THREADED ROD ANCHORS SHALL BE PROVIDED BY ADHESIVE MANUFACTURER ANDHAVE MINIMUM Fy = 36 KSI. ANCHORS SHALL BE INSTALLED IN DRY CONCRETE A MINIMUM OF 21 DAYS OLD. USE ONLY A CARBIDEDRILL BIT. HOLE CLEANING, INCLUDING WIRE BRUSHING AND COMPRESSED AIR, SHALL BE ACCOMPLISHED PER MANUFACTURER'SINSTRUCTIONS. ALL EPOXY ANCHOR INSTALLATIONS SHALL BE OBSERVED BY SPECIAL INSPECTOR FOR CONFORMANCE WITHPROJECT REQUIREMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS.

DECK TYPE DESIGN THICKNESS Ip (in^4/ft)

1 1/2", 22 GA TYPE B ROOF DECK

MINIMUM METAL DECK SECTION PROPERTIESSp (in^3/ft) In (in^4/ft) Sn (in^3/ft) Fy (ksi)

0.0295" 0.155 0.186 0.183 0.192 33

Va (lbs^3/ft)

1818

ISSUE DATE:

DRAWN BY:

PROJECT MANAGER:

REVISIONS:

PROJECT NUMBER:


SHEET TITLE:

SHEET NUMBER:

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Suite 400


www.bcwh.com

804.788.4774 phone

804.788.0986 fax

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S101

FOUNDATION PLAN, ROOFFRAMING PLAN, ANDSECTIONS

DEA

DEA/JSD

CONSTRUCTION DOCUMENTS

2015.46

FAMILY RESOURCE

CENTER INTERIOR

ALTERATIONS AND

VESTIBULE ADDITION

SPOTSYLVANIA COUNTYPUBLIC SCHOOLS


SECTIONS101 S101 3/4" = 1'-0"

1 SECTIONS101 S101 3/4" = 1'-0"

3 SECTIONS101 S101 3/4" = 1'-0"

4

SECTIONS101 S101 3/4" = 1'-0"

5

SECTIONS101 S101 3/4" = 1'-0"

2

SECTIONS101 S101 3/4" = 1'-0"

6 SECTIONS101 S101 3/4" = 1'-0"

7 SECTIONS101 S101 3/4" = 1'-0"

8

spotsylvania county public schools 7409 brock road ... · spotsylvania, va 22553 march 22, 2016...

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