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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DRAWN BY:
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SHEET TITLE:
SHEET NUMBER:
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
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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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DRAWN BY:
PROJECT MANAGER:
PROJECT NUMBER:
SHEET TITLE:
SHEET NUMBER:
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:
COUNTY APPROVAL STAMP
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G101
LIFE SAFETY PLAN / LEGEND /NOTES
CH | ML
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2015.46
FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
MARCH 22, 2016CONSTRUCTION DOCUMENTS
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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DRAWN BY:
PROJECT MANAGER:
PROJECT NUMBER:
SHEET TITLE:
SHEET NUMBER:
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:
COUNTY APPROVAL STAMP
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DA101
OVERALL DEMOLITION FLOORPLAN
CH | ML
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2015.46
FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
MARCH 22, 2016CONSTRUCTION DOCUMENTS
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
SEALANT, ALL SIDES, TYPICAL
DASHED LINE OF GLAZING WITHGLAZING STOP (ROOM SIDE)
6"
H-2
HOLLOW METAL FRAME
HOLLOW METAL FRAME
6"
J-2
SEALANT, ALL SIDES, TYPICAL
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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ILEN
AME:
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PROJECT NUMBER:
SHEET TITLE:
SHEET NUMBER:
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:
COUNTY APPROVAL STAMP
C:\U
sers
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rriso
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\201
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12:4
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A001
LEGENDS, SYMBOLS,ABBREVIATIONS, PARTITIONTYPES
CH | ML
BF | CH
2015.46
FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
MARCH 22, 2016CONSTRUCTION DOCUMENTS
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
ILEN
AME:
PLO
TTIN
G D
ATE
& TI
ME:
DRAWN BY:
PROJECT MANAGER:
PROJECT NUMBER:
SHEET TITLE:
SHEET NUMBER:
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:
COUNTY APPROVAL STAMP
C:\U
sers
\cha
rriso
n\D
ocum
ents
\_R
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\201
5.44
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/201
6 5:
13:4
2 PM
A101
OVERALL FLOOR PLAN
CH | ML
BF | CH
2015.46
FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
MARCH 22, 2016CONSTRUCTION DOCUMENTS
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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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
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A201
REFLECTED CEILING PLANS /DETAILS
CH | ML
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2015.46
FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
MARCH 22, 2016CONSTRUCTION DOCUMENTS
SHEET KEYNOTES
1/4" = 1'-0"A2018 REFLECTED CEILING PLAN
1" = 1'-0"A2012 PLAN DETAIL
1" = 1'-0"A2011 PLAN DETAIL
1" = 1'-0"A2015 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
ALUMINUM STOREFRONT SYSTEM
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
ALUMINUM STOREFRONT SYSTEM
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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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:
COUNTY APPROVAL STAMP
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A401
BUILDING ELEVATIONS
CH | ML
BF | CH
2015.46
FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
MARCH 22, 2016CONSTRUCTION DOCUMENTS
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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DRAWN BY:
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PROJECT NUMBER:
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SHEET NUMBER:
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:
COUNTY APPROVAL STAMP
C:\U
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F101
FURNITURE PLAN - FORREFERENCE ONLY
CH | ML
BF | CH
2015.46
FAMILY RESOURCECENTER INTERIORALTERATIONS ANDVESTIBULE ADDITIONSPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
MARCH 22, 2016CONSTRUCTION DOCUMENTS
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:
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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
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Richmond, Virginia 23220
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804.788.4774 phone
804.788.0986 fax
ark_^o=jfi_v=tfiif^jp
mfqqj^k=C=s^rde^kI=mii``lkpriqfkd=pqor`qro^i=bkdfkbbop
TOM=jllobcfbia=m^oh=aofsbI=prfqb=PMN
of`ejlkaI=sfodfkf^=OPOPSJPSRT
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EV
IT\2
014\
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6 11
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21 A
M
03/22/2016
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
7409 Brock RoadSpotsylvania, VA 22553
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:
COUNTY APPROVAL STAMP
SHEET TITLE:
SHEET NUMBER:
PA
TH
& F
ILE
NA
ME
:
PLO
TT
ING
DA
TE
& T
IME
:
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
ark_^o=jfi_v=tfiif^jp
mfqqj^k=C=s^rde^kI=mii``lkpriqfkd=pqor`qro^i=bkdfkbbop
TOM=jllobcfbia=m^oh=aofsbI=prfqb=PMN
of`ejlkaI=sfodfkf^=OPOPSJPSRT
melkb=EUMQF=POPJMSRS=====c^uW=EUMQF=OTOJPVNS
ajtms=@=NSMOJMV
C:\R
EV
IT\2
014\
1602
-09.
Spo
tsF
amR
esC
ente
r.R
evit1
4.ce
ntra
l_da
dam
s.rv
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3/21
/201
6 11
:00:
26 A
M
03/22/2016
S101
FOUNDATION PLAN, ROOFFRAMING PLAN, ANDSECTIONS
DEA
DEA/JSD
CONSTRUCTION DOCUMENTS
2015.46
FAMILY RESOURCE
CENTER INTERIOR
ALTERATIONS AND
VESTIBULE ADDITION
SPOTSYLVANIA COUNTYPUBLIC SCHOOLS
7409 Brock RoadSpotsylvania, VA 22553
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