e- education-assembly areas are accessory to … canopies and walkways... · mkbd markerboard mas...
TRANSCRIPT
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FIRE AREA 1
FIRE AREA 4
FIRE AREA 1
FIRE AREA 2FI
RE
AREA
2
FIR
E AR
EA 3
FIR
E AR
EA 3
FIR
E AR
EA 4
PROPOSED NEWMAIN ENTRYCANOPY
PROPOSED NEWLIBRARY CANOPY
PROPOSEDNEW NW ENTRYCANOPY
PROPOSEDNEW NE ENTRYCANOPY
FIRE AREA 1
FIRE AREA 2
FIRE AREA 1
FIRE AREA 4
FIR
E AR
EA 2
FIR
E AR
EA 3
FIR
E AR
EA 3
FIR
E AR
EA 4
BUILDING CODE DATA
EXISTING STRUCTURE:
BUILDING USE :E- EDUCATION-ASSEMBLY AREAS ARE ACCESSORY TO GROUP EA-3 LIBRARYB ADMINISTRATIVE AREAS
CONSTRUCTION TYPE:2B NON COMBUSTIBLE, UNPROTECTED
HEIGHT LIMITATIONS:3 STORIES AT 75'-0" (100% AUTOMATIC SPRINKLER SYSTEM)
ACTUAL HEIGHT:2 STORIES AT 43'-8"
AREA LIMITATION:E 14,500 S.F./49,668 ALLOWED(200% AUTOMATIC SPRINKLER SYSTEM AND6,168 S.F. OPEN PERIMETER INCREASE)
ACTUAL AREA:43,960 S.F. (INCLUDES ADJACENT GREENHOUSE).
OCC LOAD:1,043
EXITING:4 REQUIRED , 9 PROVIDED1,043 X .15 INCHES/OCCUPANT = 157 INCHES REQUIRED20 LEAFS X 32 INCHES/LEAF = 640 INCHES PROVIDED
PROPOSED ADDITIONS:
MAIN ENTRY CANOPY 1,230 S.F.
NW ENTRY CANOPY 393 S.F
NE ENTRY CANOPY 402 S.F.
LIBRARY CANOPY 52 S.F.. .
TOTAL NEW AREA 2,077 S.F.
TOTAL OVERALL PROPOSED AREA:46,037 S.F.43,960 (EXISTING) + 2,077 (PROPOSED)
WITHIN THE ALLOWABLE AREA OF FIRE AREA 1
FIRE AREA 1
DATE:
JOB NO.:
SCALE:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
REV
ISIO
NS:
DATE
:S
PG
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33-B
Tul
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Dub
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(614
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shum
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As indicated
12004
G-001
LIFE SAFETYPLAN
Designer
Author
Checker
FULS
D H
IGH
SC
HO
OL
CAN
OPI
ES66
75 C
INC
INN
ATI-Z
ANES
VILL
E R
OAD
NE
LAN
CAS
TER
, OH
IO 4
3130
05/07/12
1/32" = 1'-0"1 EXISTING FIRST FLOOR CODE PLAN
1/32" = 1'-0"2 EXISTING SECOND FLOOR CODE PLAN
A101
1 Ref
1
Ref
1 Ref
1
Ref
1A101
SIM
Room name101
150 SF
NORTH ARROW
TITLE MARKER
COLUMN LINE BUBBLE
CODED NOTE
WINDOW ELEVATION MARKER
DATUM MARKER
ROOM NUMBER
WALL TYPE
SECTION CUT MARKER
ELEVATION MARKER
DOOR NUMBER
?
1 View Name1/8" = 1'-0"
1i
1t
DETAIL MARKER
101
1
A101
CONCRETE
CONCRETE MASONRY UNIT
GRAVEL
GROUT
GYPSUM BOARD
BRICK
EARTH
INSULATION
PLYWOOD
RIGID INSULATION
SAND
WOOD BLOCKING
ARCHITECTURAL GENERAL NOTES
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO CHECK WITH THEARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF STRUCTURAL, ANDELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THEARCHITECTURAL DRAWINGS AND THE ENGINEERING DRAWINGS THAT WOULD CAUSEAN AWKWARD OR IMPROPER INSTALLATION, IT SHALL BE BROUGHT TO THEARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAIDWORK.
2. ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE NATIONAL, STATEAND LOCAL CODES, AND ANY OTHER REGULATORY AGENCIES WHICH HAVEAUTHORITY OVER ANY PORTION OF THE WORK. ALL WORK PERFORMED BY ALLCONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH APPLICABLE SECTIONSOF THE CODES THAT HAVE JURISDICTION.
3. THE CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR SEQUENCINGOF THE CONSTRUCTION. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING ANDSTABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE GENERALCONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ANDSEQUENCE AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THEADDITIONS OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-DOWN WHICH MIGHT BE NECESSARY.
4. DO NOT SCALE THE DRAWINGS. CONTRACTORS ARE RESPONSIBLE FOR FIELDVERIFYING ALL CONDITIONS BEFORE PROCEEDING WITH ANY WORK. DISCREPANCIESBETWEEN FIELD CONDITIONS AND DRAWINGS SHALL BE REPORTED TO THEARCHITECT BEFORE PROCEEDING WITH ANY WORK. FAILURE OF THE CONTRACTORTO REVIEW THE CONTRACT DOCUMENTS AND VERIFY THE EXISTING CONDITIONSSHALL NOT BE SUFFICIENT CAUSE TO WARRANT A CHANGE IN CONTRACT AFTERCONTRACT IS AWARDED.
6. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERESPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED,CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
7. IN THE EVENT THERE ARE DISCREPANCIES OR AMBIGUITIES IN OR OMISSIONSFROM THE SPECIFICATIONS OR DRAWINGS, OR SHOULD THERE BE DOUBT AS TO THEMEANING OR THE INTENT OF THE SPECIFICATIONS OR DRAWINGS, THE ARCHITECTSHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORK.
8. FILL ANY MASONRY VOIDS WITH MORTAR OR GROUT WHERE ANCHORS OCCUR.
9. SEPARATE ALL DISSIMILAR METALS TO PREVENT CORROSION CAUSED BYDIALECTRIC ACTION, OR OTHER CAUSES AS RECOMMENDED BY THE RESPECTIVEPRODUCT MANUFACTURER/ SUPPLIER.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN APPROVAL BYTHE BUILDING INSPECTOR FOR ALL CONCEALED WORK BEFORE CLOSING UP.
11. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. INDESIGNATED FINISH SPACES, UNLESS NOTED AS EXPOSED CONSTRUCTION ON FINISHSCHEDULE.
12. PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED IN ORDER TO SECURE ALLEQUIPMENT ACCESSORIES, CASEWORK, ETC.
13.REFER TO STRUCTURAL DRAWINGS FOR ALL LINTEL MATERIALS AND SIZES.
14. WHERE CONTROL JOINT (CJ) IS INDICATED IN MASONRY, KEEP HEAD JOINTSCLEAR OF ALL MORTAR. PROVIDE CONTINUOUS BEAD OF SEALANT WITH BACKERROD.
15. PAINT ALL EXPOSED EXTERIOR STEEL WITH THE EXCEPTION OF PRE-FINISHEDMATERIAL U.N.O.
16. NOT ALL ABBREVIATIONS, MATERIAL LEGENDS, OR ARCHITECTURAL SYMBOLS,MAY BE USED IN THESE CONSTRUCTION DOCUMENTS.
DATE:
JOB NO.:
SCALE:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
REV
ISIO
NS:
DATE
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4301
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(614
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As indicated
12004
A-001
ARCHITECTURALABBREVIATIONS,
SYMBOLS &NOTES
Designer
Author
Checker
FULS
D H
IGH
SC
HO
OL
CAN
OPI
ES66
75 C
INC
INN
ATI-Z
ANES
VILL
E R
OAD
NE
LAN
CAS
TER
, OH
IO 4
3130
05/07/2012
1/2" = 1'-0"ARCHITECTURAL SYMBOLS LEGEND
ARCHITECTURAL ABBREVIATIONS
ADA AMERICANS WITH DISABILITIES ACTABV ABOVEAFF ABOVE FINISHED FLOORACC ACCESSAP ACCESS PANELACT ACOUSTICAL CEILING TILEADD ADDENDUMADH ADHESIVEADJ ADJACENTADJT ADJUSTABLEAS ADJUSTABLE SHELFAGG AGGREGATEA/C AIR CONDITIONINGALT ALTERNATEAL ALUMINUMANCH ANCHOR(AGE)AB ANCHOR BELTANOD ANODIZEDAPX APPROXIMATEARCH ARCHITECT(URAL)AD AREA DRAINASPH ASPHALTA/V AUDIO VIDEOAUTO AUTOMATIC
BRG BEARINGBPL BEARING PLATEBJT BED JOINTBM BENCH MARKBEL BELOWBTWN BETWEENBVL BEVELEDBIT BITUMINOUSBLK BLOCKBLKG BLOCKINGBD BOARDBS BOTH SIDESB&T BOTTOM & TOPBW BOTH WAYSBOT BOTTOMBO BOTTOM OFBR BRICKBRK BRONZEBLDG BUILDING
CPT CARPETCLG CEILINGCHT CEILING HEIGHTCL CENTER LINEC-C CENTER TO CENTERCT CERAMIC TILECIR CIRCLECLR CLEAR(ANCE)CLS CLOSURECW COLD WATERCOL COLUMNCONC CONCRETECOORD COORDINATECMU CONCRETE MASONRY UNITCONST CONSTRUCTIONCONT CONTINUOUSCJ CONTROL JOINTCG CORNER GUARDCTR COUNTERCFL COUNTER FLASHINGCTSK COUNTERSUNK SCREWCRS COURSE(S)CF CUBIC FEETCY CUBIC YARD
DP DEEPDEMO DEMOLISHD DEPTHDET DETAILDIAG DIAGONALDIAM DIAMETERDIM DIMENSIONDPR DISPENSERDIV DIVISIONDR DOORDS DOWN SPOUTDWR DRAWERDWG DRAWING
EA EACHEF EACH FACEEW EACH WAYELEC ELECTRIC(AL)EWC ELECTRIC WATER COOLEREL ELEVATIONEMER EMERGENCYENC ENCLOSE, ENCLOSUREEPX EPOXYEQ EQUALEQP EQUIPMENTEXH EXHAUSTEXIST EXISTINGEJ EXPANSION JOINTEXP EXPOSEDEIFS EXTERIOR INSULATED
FINISHING SYSTEM
FOC FACE OF CONCRETEFOF FACE OF FINISHFOM FACE OF MASONRYFOS FACE OF STUDSFAS FASTEN(ER)FN FENCEFGL FIBERGLASSFIN FINISH(ED)FF FINISHED FLOORFE FIRE EXTINGUISHER-BRACKET MT.FEC FIRE ENTINGUISHER & CABINETFPC FIRE PROTECTION CONTRACTORFP FIREPROOFFRD FROSTED GLASSFLG FLASHINGFLX FLEXIBLEFLR FLOOR(ING)FLCO FLOOR CLEAN OUTFD FLOOR DRAINFJT FLUSH JOINTFT FOOTFTG FOOTINGFND FOUNDATIONFS FULL SIZEFBO FURNISHED BY OTHERSFUR FURRED, FURRINGFUT FUTURE
GA GAGE, GAUGEGALV GALVANIZEDG GASGKT GASKET(ED)GC GENERAL TRADES CONTRACTORGL GLASS, GLAZINGGLBK GLASS BLOCKGB GRAB BARGD GRADE, GRADINGGT GROUTGYP GYPSUM
HC HANDICAPHDW HARDWAREHJT HEAD JOINTHDR HEADERHVAC HEATING / VENTILATION /
AIR CONDITIONINGHT HEIGHTHP HIGH POINTHM HOLLOW METALHOR HORIZONTALHB HOSE BIBBHW HOT WATERHWH HOT WATER HEATER
IN INCHINCL INCLUDE(D), INCLUDINGID INSIDE DIAMETERIF INSIDE FACEINSUL INSULATIONINT INTERIORINTM INTERMEDIATEIJ ISOLATION JOINT
JC JANITOR'S CLOSETJ JOINTJT JOINTJF JOINT FILLERJST JOIST
KPL KICKPLATEKO KNOCKOUT
LBL LABELLAB LABORATORYLAD LADDERLAM LAMINATE(D)LAV LAVATORYLH LEFT HANDL LENGTHLT LIGHTLS LIMESTONELTL LINTELLL LIVE LOADLVR LOUVERLP LOW POINT
MH MANHOLEMFR MANUFACTURE(R)MKBD MARKERBOARDMAS MASONRYMO MASONRY OPENINGMAT MATERIAL(S)MAX MAXIMUMMECH MECHANIC(AL)MC MECHANICAL CONTRACTORMED MEDIUMMTL METALMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLD MOLDING, MOULDINGMT MOUNT(ED), (ING)MOV MOVABLEMULL MULLION
NRCA NATIONAL ROOFINGCONTRACTORS ASSOCIATION
NAT NATURALNR NOISE REDUCTIONNOM NOMINALN NORTHNIC NOT IN CONTRACTNTS NOT TO SCALE
OC ON CENTER(S)OPG OPENINGOPP OPPOSITEOPH OPPOSITE HANDOD OUTSIDE DIAMTER OR
OVERFLOW DRAINOF OUTSIDE FACE
P PAINTPNL PANELPTD PAPER TOWEL DISPENSERPTR PAPER TOWEL RECEPTORPAR PARALLELPBD PARTICLE BOARDPTN PARTITIONPERI PERIMETERPLAM PLASTIC LAMINATEPC PLUMBING CONTRACTORPWD PLYWOODPCC PRECAST CONCRETEPFB PREFABRICATE(D)PFN PREFINISHEDPRF PREFORMED
RAD RADIUSRL RAIL(ING)REF REFERENCERFL REFLECT(ED), (IVE), (OR)REINF REINFORCE(D), REINFORCINGRES RESILIENTRESIN RESINOUSRET RETURNREV REVISION(S), REVISEDRFG ROOFINGRM ROOMRO ROUGH OPENINGRH RIGHT HANDRD ROOF DRAINREQ'D REQUIRED
SCH SCHEDULESNT SEALANTS SEALED, SPANDRELSEC SECTIONSSK SERVICE SINKSHTH SHEATHINGSHT SHEETSMACNA SHEET METAL & AIR CONDITIONING
CONTRACTOR'S NATIONAL ASSOCIATION
SH SHELF, SHELVINGSIM SIMILARSLP SLOPEDSP SOUNDPROOFSPA SPACESSPL SPECIALSPEC SPECIFICATION(S)SQ SQUARESF SQUARE FOOTSS STAINLESS STEELSTD STANDARDSTA STATIONSTL STEELSTOR STORAGESD STORM DRAINSTRUCT STRUCTURALSUSP SUSPENDEDSYM SYMMETRY, SYMMETRICALSYS SYSTEM
TKBD TACKBOARDTEL TELEPHONET TEMPEREDTEMP TEMPEREDTER TERAZZOTHK THICK(NESS)THR THRESHOLDTPD TOILET PAPER DISPENSERTPRN TOILET PARTITIONT&B TOP & BOTTOMTO TOP OFTOC TOP OF CONCRETETOM TOP OF MASONRYTSL TOP OF SLABTOS TOP OF STEELTOW TOP OF WALLTYP TYPICAL
UC UNDERCUTUNF UNFINISHEDUON UNLESS OTHERWISE NOTED
VB VAPOR BARRIER OR VINYL BASEVERT VERTICALVIN VINYLVCT VINYL COMPOSITION TILE
WH WALL HUNGWTW WALL TO WALLWC WATER CLOSETWP WATERPROOFINGWS WATERSTOPWHB WHEEL BUMPERW WIDTHWIN WINDOWWM WIRE MESHWG WIRED GLASSW/ WITHWO WITHOUTWD WOODWPT WORKING POINT
1/2" = 1'-0"MATERIALS LEGEND
NEW 6" DOWNSPOUT/BUILDING STORM DRAIN@ 1% MIN SLOPE. TIEINTO EXISTING STORMLINE.
NEW 6" DOWNSPOUT /BUILDING STORM DRAIN @1% MIN SLOPE. TIE INTOEXISTING STORM LINE.
NEW MAINENTRYCANOPYSEE 8/A-100
NEW NEENTRYCANOPYSEE 13/A-100
NEW NWENTRY
CANOPYSEE 11/A-100
NEWLIBRARYCANOPY
SEE 16/A-100
EXISTING FAIRFIELDUNION HIGH SCHOOL
EXISTINGSTORM LINE.FIELD VERIFYLOCATION
EXISTINGSTORM LINE.
FIELD VERIFYLOCATION
STATE ROUTE 22
LAY DOWN AREAAND CONTRACTORPARKING
DATE:
JOB NO.:
SCALE:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
REV
ISIO
NS:
DATE
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(614
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1" = 50'-0"
12004
A-002
OVERALL SITEPLAN
Designer
Author
Checker
FULS
D H
IGH
SC
HO
OL
CAN
OPI
ES66
75 C
INC
INN
ATI-Z
ANES
VILL
E R
OAD
NE
LAN
CAS
TER
, OH
IO 4
3130
05/07/12 1" = 50'-0"1 OVERALL SITE PLAN
A B C
1
3
21' -
4"5'
- 0"
3' -
0"
6' -
4"71' - 0"
27' - 6" 17' - 0"
5' - 6"
1' - 6" 1' - 6"
3' - 0" 3' - 0"
6' -
4"10
' - 4
"
5' - 6" 3' - 0" 8
5
4
5
6 8
8
A-301
2
1 11
8
26' - 6"
4 20 20
1E1
E2
2
1
3
3 3
A B C
1
3
2
9
9
11
11
14
TYP
11
11
SLOPE SLOPE
SLO
PESL
OPE
2
A-301
TYP
TYP
20 20 21
2121
14
18
18
D E F G
4
5
50' - 0"
5' - 6" 13' - 0" 13' - 0" 13' - 0"
2' - 6"3' - 0"2' - 6"
6' -
0"
3' -
0"3'
- 0"
3' -
0"21
' - 4
"3'
- 0"
3' - 0"
5' - 6"
7 8 8
6
5
5
7
2 2
4 4 4
5 5
8 8
8 8
A-301
1
1
2 2
2
1
2 2
D E F G
4
5
9
11
1010
15
SIM
15
11
SLOPE
SLOPE
SLO
PE
A-301
1
TYP
18
KJH
1.1
2.1
3.1
9 11 11
11
9
11
14
TYP
SLOPE SLOPE
SLO
PESL
OPE
2
A-301
TYP
TYP
20
2021
2121
18
18
KJH
1.1
2.1
3.1
75' - 0"
28' - 6"17' - 0"35' - 0"
6' -
4"10
' - 4
"3'
- 0"
3' - 0" 3' - 0"3' - 0"
3' -
0"
4
8 8
6
A-301
2
1 18
20 2054 5
8
1
1
E1E2
5' - 6"3' - 0"
2
1
3
3 3
KJH
1.1
2.1
3.1
12
2
A-301
20 20
E1 E4
EQ EQ
E1 E4
A B C
1
3
2
12
2
A-301
20 20
E3E1
EQ EQ
EQEQE3E1
D E F G
4
5
17
TYP
13
12
A-301
1
EQEQ
E2 TYP OF (8)
E1
E5
EQ EQ EQ EQ EQ EQ
16 16 16
3A-100
2A-100
1A-100
15A-100
14A-100
13A-100
10A-100
9A-100
8A-100
18A-100
17A-100
16A-100
GENERAL NOTES:
A. CONTRACTOR TO FIELD VERIFY DIMENSIONS.
B. CONTRACTOR TO VERIFY LOCATION OF UNDERGROUND UTILITIES BEFOREPLACING COLUMNS.COORDINATE WITH ARCHITECT IF PROPOSED LOCATION OF COLUMN ISLOCATED AT A UTILITY.
CODED NOTES:
1. EXISTING CONCRETE WALKS TO REMAIN.
2. NEW CONCRETE WALKS.
3. NOT USED
4. EXISTING ENTRANCE TO BUILDING.
5. FACE OF EXISTING BUILDING.
6. LINE OF NEW CANOPY ABOVE
7. NEW MASONRY PIER SEE DETAIL 10/A510
8. NEW MASONRY PIER SEE DETAIL 11/A510
9. METAL FACED PANEL PARAPET SEE 7/A510
10. ROOF DRAIN SEE DETAIL 1/A510
11. THROUGH WALL SCUPPER SEE DETAIL 3/A510
12. CEILING HUNG ALUM PANEL SEE DETAIL 5/A510
13. EXISTING CEILING
14. COUNTER FLASHING SEE DETAIL 8/A510
15. ROOF EXPANSION JOINT AND FLASHING SEE DETAIL 6/A510
16. SEALANT
17. NEW RECESSED LIGHT FIXTURE REFER TO ELECTRICAL CODED NOTES
18. SINGLE PLY MEMBRANE ROOF SEE DETAIL 2/A-510
19. NOT USED
20. EXISTING DOWNSPOUT TO REMAIN. ALLOW DS TO PENETRATE THRUNEW CANOPY. PROVIDE TIGHT SEAL AT ROOF & CEILING PENETRATION.
21. COUNTER FLASHING AT METAL PANELS. SEE 12/A-510 SIM.
DEMOLITION CODED NOTES:
1. SAW CUT & REMOVE EXISTING CONCRETE, TO ALLOW FOR EXCAVATION &NEW PLACEMENT OF NEW FOUNDATIONS. PLACE NEW CONCRETE IN AREA OF DEMOLISHED CONCRETE, AFTERINSTALLATION OF NEW MASONRY PIERS.
2. LIMITS OF EXISTING CONCRETE WALK TO REMOVE
3. AREA OF LIMITED DEMOLITION - SAW CUT MASONRY POCKET TO ALLOWFOR ATTACHMENT OF NEW STEEL STRUCTURE. MAINTAIN POCKET LIMITS TOBE CONCEALED WITHIN NEW CANOPY EXTENTS. SEE 5/S-301.
2' - 0" 18' - 0" 2' - 0"
2' -
0"2'
- 0"
22' - 0"
4' -
0"
6
5
13
A-51033
18
5
13
A-510
5
13
A-510
12
CODED ELECTRIC NOTES:
E1. FIXTURE JQ.1 COOPER PORTFOLIO #M6OZ4T-Q-740-1000Z.PWITH 100W ED17 METAL HALIDE LAMP AND QUARTER RESTRIRE.
E2. FIXTURE J.1 COOPER PORTFOLIO #M6OZ4T-Q-740-1000Z.PWITH 100W ED17 METAL HALIDE LAMP AND QUARTER RESTRIRE.
E3. EXTEND CIRCUIT IHEI-24 FROM STAIR EXIT WALL. PACK TOSERVE NEW DOWN LIGHT.
E4. EXTEND CIRCUIT IHEI-25 FROM STAIR EXIT WALL. PACK TOSERVE NEW DOWN LIGHT.
E5. EXTEND CIRCUIT IHEI-24 FROM EXISTING CANOPY LIGHTING TONEW DOWN LIGHTS.
ELECTRIC DEMOLITION CODED NOTES:
E1. REMOVE EXISTING WALL PACK & TURN OVER TO OWNER.PROVIDE COVER PLATE, PAINTED TO MATCH ADJACENT WALLFINISH. CONTINUE CIRCUIT AS REQUIRED.
E2. REUSE CIRCUIT TO PANEL "IHEI" FOR NEW CANOPY LIGHTING.
DATE:
JOB NO.:
SCALE:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
REV
ISIO
NS:
DATE
:S
PG
B A
rchi
tect
s43
33-B
Tul
ler R
oad
Dub
lin, O
hio
4301
7Ph
one:
(614
) 771
-896
3
shum
aker
| p
agán
| g
ates
| b
utz
As indicated
12004
A-100
FLOOR PLANSFAIRFIELD UNION
HIGH SCHOOL
Designer
Author
Checker
FULS
D H
IGH
SC
HO
OL
CAN
OPI
ES66
75 C
INC
INN
ATI-Z
ANES
VILL
E R
OAD
NE
LAN
CAS
TER
, OH
IO 4
3130
05/07/12
1/8" = 1'-0"1
ENLARGED NW ENTRY FIRST FLOORPLAN
1/8" = 1'-0"2 ENLARGED NW ENTRY ROOF PLAN
1/8" = 1'-0"8
ENLARGED MAIN ENTRY FIRST FLOORPLAN
1/8" = 1'-0"9 ENLARGED MAIN ENTRY ROOF PLAN
1/8" = 1'-0"14 ENLARGED NE ENTRY ROOF PLAN
1/8" = 1'-0"13
ENLARGED NE ENTRY FIRST FLOORPLAN
1/8" = 1'-0"15 ENLARGED NE ENTRY CEILING PLAN 1/8" = 1'-0"3 ENLARGED NW ENTRY CEILING PLAN
1/8" = 1'-0"10
ENLARGED MAIN ENTRY FIRST FLOORCEILING PLAN
1" = 100'-0"20 PLAN KEY
1/8" = 1'-0"16
ENLARGED READING RM FIRST FLOORPLAN
1/8" = 1'-0"17 ENLARGED READING RM ROOF PLAN
1/8" = 1'-0"4 ENLARGED READING RM RC PLAN
9'-4
"2'
-8"
14'-0
"
1.1
FIRST FLOOR100'-0"
FIRST FLOOR100'-0"
C/L
AL-4
BR-1
AL-8 SECOND FLOOR114'-0"
9'-4
"2'
-8"
14'-0
"
K J H2
A301
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
C/L C/L C/L
AL-4AL-4
AL-4
BR-1BR-1
BR-1
AL-8SECOND FLOOR114'-0"
9'-4
"2'
-8"
1.1 2.1 3.1
FIRST FLOOR100'-0"
FIRST FLOOR100'-0"
C/L C/L C/L
AL-4
BR-1BR-1
AL-8
AL-4
SECOND FLOOR114'-0"
9'-4
"2'
-8"
14'-0
"
H
FIRST FLOOR100'-0"
FIRST FLOOR100'-0"
C/L
BR-1
AL-8
AL-4
SECOND FLOOR114'-0"
14'-0
"
9'-4
"2'
-8"
5 4
FIRST FLOOR100'-0"
FIRST FLOOR100'-0"
C/L C/L
AL-4
BR-1BR-1
AL-8 SECOND FLOOR114'-0"
9'-4
"2'
-8"
14'-0
"
G F E D1A301
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
C/L C/L C/L C/L
AL-4
AL-4AL-4AL-4
BR-1BR-1BR-1BR-1
SECOND FLOOR114'-0"
FAIRFIELD UNION HIGH SCHOOL
9'-4
"2'
-8"
14'-0
"
4 5
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
C/L C/L
AL-4
BR-1BR-1
AL-8
SECOND FLOOR114'-0"
H
FIRST FLOOR100'-0"
C/L
BR-1
AL-8
AL-4
SECOND FLOOR114'-0"
9' -
4"2'
- 8"
14' -
0"
9'-4
"2'
-8"
14'-0
"
13 2
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
C/LC/L C/L
AL-4 AL-4
BR-1
BR-1
SECOND FLOOR114'-0"
9'-4
"2'
-8"
14'-0
"
C B A2
A301
FIRST FLOOR100'-0"FIRST FLOOR100'-0"
C/L C/L C/L
AL-4 AL-4
AL-4
BR-1 BR-1 BR-1
SECOND FLOOR114'-0"
1
100'-0"FIRST FLOOR
C/L
AL-4
BR-1
SECOND FLOOR114'-0"
9' -
4"
2' -
8"
14' -
0"
EXTERIOR MATERIAL FINISH SCHEDULE
MASONRYVENEER BR-1
POCHE LEGEND:
DESCRIPTION
MASONRY (RUNNING BOND)BR-1
MARK REMARKS
GENERAL NOTES:A. PROVIDE THRU-WALL FLASHING AND WEEPS @ 32"O.C. TO BE LOCATED AT ALL MASONRY FLASHINGLOCATIONS AT NEW CANOPY LOCATIONS.
BRICK
METAL FACEDCOMPOSITEWALL PANELAL-4
AL-4 METAL FACED COMPOSITE WALL PANEL SEE 7/A-510 FOR DETAILS
AL-8 ALUMINUM PRE-FINISHED OVERFLOW SCUPPER SEE 3/A-510 FOR DETAILS
2A-200
10A-200
6A-200
13A-200
FIRST FLOOR100'-0"
AL-4
9' -
4"2'
- 0"
13A510
100'-0"FIRST FLOOR
AL-4
9' -
4"2'
- 0"
FIRST FLOOR100'-0"
AL-4
9' -
4"2'
- 0"
DATE:
JOB NO.:
SCALE:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
REV
ISIO
NS:
DATE
:S
PG
B A
rchi
tect
s43
33-B
Tul
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Dub
lin, O
hio
4301
7Ph
one:
(614
) 771
-896
3
shum
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As indicated
12004
A-200
ELEVATIONSFAIRFIELD UNION
HIGH SCHOOL
Designer
Author
Checker
FULS
D H
IGH
SC
HO
OL
CAN
OPI
ES66
75 C
INC
INN
ATI-Z
ANES
VILL
E R
OAD
NE
LAN
CAS
TER
, OH
IO 4
3130
05/07/12
1/8" = 1'-0"1 NE ENTRY EAST ELEVATION 1/8" = 1'-0"2 NE ENTRY NORTH ELEVATION
1/8" = 1'-0"3 NE ENTRY WEST ELEVATION 1/8" = 1'-0"4 NE ENTRY SOUTH ELEVATION
1/8" = 1'-0"5 MAIN ENTRY EAST ELEVATION 1/8" = 1'-0"6 MAIN ENTRY NORTH ELEVATION
1/8" = 1'-0"7 MAIN ENTRY WEST ELEVATION
1/8" = 1'-0"8 NW ENTRY SOUTH ELEVATION 1/8" = 1'-0"9 NW ENTRY EAST ELEVATION
1/8" = 1'-0"10 NW ENTRY NORTH ELEVATION 1/8" = 1'-0"11 NW ENTRY WEST ELEVATION
1/8" = 1'-0"20 EXTERIOR MTL FINISH SCHEDULE 1" = 100'-0"21 PLAN KEY ELEVATIONS
1/8" = 1'-0"12 READING RM EAST ELEVATION 1/8" = 1'-0"13 READING RM NORTH ELEVATION
1/8" = 1'-0"14 READING RM WEST ELEVATION
FIRST FLOOR100'-0"
45
EXISTINGSTRUCTURE
EXISTINGSTRUCTURE
C/LC/L
TOP OF CANOPY112'-0"
TOP OF PIER109'-4"
(COL 5) TOP OF STEEL110'-9 1/2"
(COL 4) TOP OF STEEL111'-3 1/2"
SECOND FLOOR114'-0"
A5105
A5102
A5107
SIM OPH
A5106
SIM
2' -
0"2'
- 8"
14' -
0"
TIE ROOF DRAIN LINE TOSTORM LINE REFER TOSITE PLAN SHEET A-002
ROOF DRAIN SEE 1/A-510
MASONRY PIER SEEDETAIL 10/A-510 &11/A-510
NEW MASONRYFOUNDATION ATLOCATION OF NEWPIERS SEE C/S-301
NEW CONCRETEFOOTINGS AT LOCATIONOF NEW PIERS SEE SHEETS-101 FOR SIZE ANDEXTENT
NEW CONCRETEFOOTINGS AT LOCATIONOF NEW PIERS SEE SHEETS-101 FOR SIZE ANDEXTENT
NEW MASONRYFOUNDATION ATLOCATION OF NEWPIERS SEE C/S-301
MASONRY PIERSEE DETAIL10/A510 SIM
ROOF DRAIN LINEENCASE IN COLUMN
NEW LIGHTFIXTURES SEE A-100FOR LOCATIONS
NEW CONCRETE WALKSEE B/S-101 FOR EXTENTAND LOCATION
EXISTING CONCRETEWALK TO REMAIN
SEE STRUCTURAL DETAILA/S-301
SEALANT
EXISTINGSTRUCTURE
EXISTINGSTRUCTURE
C/L
TOP OF CANOPY112'-0"
TOP OF PIER109'-4"
FIRST FLOOR100'-0"
TOP OF STEEL111'-0"
SECOND FLOOR114'-0"
A5107
A510
12A510
5
A5102
2' -
0"2'
- 8"
14' -
0"
MASONRY PIER SEEDETAIL 11/A-510
NEW MASONRYFOUNDATION AT NEWPIERS SEE DETAILC/S-301
NEW CONCRETEFOOTINGS AT NEWPIERS SEE SHEETS-101 FORLOCATIONS ANDEXTENT
SCUPPER BEYONDSEE DETAIL 3/A510
DATE:
JOB NO.:
SCALE:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
REV
ISIO
NS:
DATE
:S
PG
B A
rchi
tect
s43
33-B
Tul
ler R
oad
Dub
lin, O
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4301
7Ph
one:
(614
) 771
-896
3
shum
aker
| p
agán
| g
ates
| b
utz
1/2" = 1'-0"
12004
A-301
BUILDINGSECTIONS
FAIRFIELD UNIONHIGH SCHOOL
Designer
Author
Checker
FULS
D H
IGH
SC
HO
OL
CAN
OPI
ES66
75 C
INC
INN
ATI-Z
ANES
VILL
E R
OAD
NE
LAN
CAS
TER
, OH
IO 4
3130
05/07/12
1/2" = 1'-0"1 SECTION 1A 1/2" = 1'-0"2 SECTION 2A
NOTE: REFER TO NRCA ROOFING &WATERPROOFING MANUAL, 5TH EDITION, DETAILTS-20S
NOTE: PROVIDE SPRAY-ONINSULATION AT THEUNDERSIDE OF THE ROOFDRAIN
DRAIN STRAINER
CLAMPING RING
SINGLE PLY ROOF MEMBRANE
TAPERED INSULATION
COVERBOARD AND THERMALINSULATION
ROOF DECK
INSTALL COMPATIBLE SEALANTBETWEEN DRAIN BOWLFLANGE AND ROOF MEMBRANE
DECK CLAMP
DRAIN BOWL
HOLE IN MEMBRANE SHOULDBE LARGER THAN DRAIN PIPEDIAMETER
ROUND CUT IN THERMOSETMEMBRANE; EXTEND APPROX.1'' [25 mm] PAST CLAMPINGRING
OVERFLOW COLLAR ATOVERFLOW DRAINS
MEMBRANEFLASHING LAPSPLICE PERROOFING MFRRECOMMENDATIONS
EXTEND 2XNAILER
SEALANT
SEALANT
STEEL SHEET METALALL AROUND
TREATED WOODBLOCKING
OPEN AREA
SECTION ELEVATION
METAL FACEDCOMPOSITE PANEL
METAL FACEDCOMPOSITE PANEL
VARIESDECK BRG
0' - 7 3/8"
0' -
9"1"
MIN
1' - 4"
2' -
8"
CONT. SEALANT W/ BACKERROD
1-1/2"x .475 LB/FT BARCHANNELS @ 4'-0" O.C.
METAL SOFFIT PANEL
3 TIGHT TURNS IN 1-1/2"
@ 4'-0" O.C.HANGER WIRE
ANCHORAGE PERMANUFACTURER REQ
7/8" FURRING CHANNELS@ 16" O.C.
FURRING CLIP OR TIE WIREW/3 TIGHT TURNS @ END
EDGE OF WALL
FINISH HEIGHT
CEILING PLANSSEE REFLECTED
0' - 0 3/8"
0' - 1"
0' - 6"
SINGLE PLY MEMBRANE ROOF
TAPERED RIGID ROOF INSULATION(WHERE OCCURS) ON 1 LAYERS OF2-INCH RIGID ROOF INSULATION
ROOF DECK
VARIESDECK BRG
2' -
8"
0' - 7 3/8"
STRUCTURE REFER TOSTRUCTURAL DRAWINGS
COLD FORMED STUDS@ 16" OC
METAL FACEDCOMPOSITE PANEL
1/2" TREATED PLYWOODSHEATHING
TREATED BLOCKING
EXTEND MEMBRANEOVER TREATEDBLOCKING
METAL FACEDCOMPOSITE PANEL
SEALANT
METAL SOFFIT PANEL SEE 5/A-510
SHEET METAL REGLET
FASTENERS
INSTALL COMPATIBLE SEALANTBEHIND MEMBRANE
TERMINATION BAR FASTENEDWITH APPROPRIATE FASTENERSAPPROX. 12'' [300 mm] O.C.
REMOVABLE SHEET METALCOUNTERFLASHING
FLEXIBLE VAPOR RETARDERWITH COMPRESSIBLEINSULATION
SEAL TOP OF FLASHING ASRECOMMENDED BY ROOFING MFR.
BEVEL CUT TOP OF WOODCURB TO DRAIN
MEMBRANE FLASHING
SINGLE PLYROOF MEMBRANE
RIGID INSULAITON
WOOD NAILERS
ROOF DECK
BELLOWS-TYPE EXPANSION JOINTASSEMBLY
EXISTING AIR SPACE
EXISTING POLYSTYRENE SHEATHING
EXISTING MASONRY VENEER
16" M
IN
SHEET METAL REGLET
FASTENERS
INSTALL SEALANT BEHINDMEMBRANE
TERMINATION BAR FASTENEDWITH APPROPRIATE FASTENERAPPROX. 12'' [300 mm] O.C.
REMOVABLE SHEET METALCOUNTERFLASHING
FLASHING MEMBRANE (8''[200 mm] MIN. HEIGHT)
REINFORCED MEMBRANEATTACHMENT STRIP WITHSEAM PLATES AND FASTENERS
SINGLE PLYROOF MEMBRANE
COVERBOARD AND THERMALINSULATION
ROOF DECK
NOTE: REFER TO NRCAROOFING &WATERPROOFING MANUAL,5TH EDITION, DETAILTS-5S
8" M
IN
12" M
IN
COL
COL
CORROSION RESISTANT,ADJUSTABLE MASONRYTIES @ 16" O.C. VERT
WATER REPELLENT
CMU VENEER REFER TOELEVATIONS FOR TYPEAND BOND PATTERN
STEEL TUBE COLUMNSEE STRUCTURALDRAWINGS
AIR SPACE
4" ROOF DRAIN LINE,TIE INTO EXISTINGUNDERGROUNDSTORM LINES
2' -
0"
EQEQ
2' - 0"
EQ EQ
COL
COL
CORROSION RESISTANT,ADJUSTABLE MASONRYTIES @ 16" O.C. VERT
WATER REPELLENT
CMU VENEER REFER TOELEVATIONS FOR TYPEAND BOND PATTERN
STEEL TUBE COLUMNSEE STRUCTURALDRAWINGS
AIR SPACE
2' -
0"
EQEQ
2' - 0"
EQ EQ
SHEET METAL FLASHING ANDCOUNTER FLASHING
FASTENERS
INSTALL SEALANT BEHIND MEMBRANE
TERMINATION BAR FASTENEDWITH APPROPRIATE FASTENERAPPROX. 12" O.C.
REINFORCED MEMBRANEATTACHEMENT STRIP WITHSEAM PLATES ANDFASTENERS
SINGLE PLY MEMBRANE
REMOVE EXISTING METAL PANELS.FASTEN FLASHING TONEW TREATED PLYWOODSUBSTRATE
EXISTING METAL PANELS TO REMAIN
EXISTING CONSTRUCTION
EXISTINGCONSTRUCTION
AREA OF LIMITED DEMOLITION - SAW CUTMASONRY POCKET TO ALLOW FORATTACHMENT OF NEW STEEL STRUCTURE.MAINTAIN POCKET LIMITS TO BE CONCEALEDWITHIN NEW CANOPY EXTENTS. SEE 5/S-301.
109'-4"CLG
111'-4"CMU SILL
SLOPE
110'-9 1/2"TOP OF STEEL
0' -
1"
2' -
0"
2' - 0"
EXISTINGCONSTRUCTION
METAL SOFFITPANEL SEE 5/A-510
SEALANT
STEEL FRAMINGSEE STRUCTURALSHEETS
METAL FACEDCOMPOSITEPANEL
METAL DRIP
SINGLE PLY MEMBRANEROOF SEE 2/A-510
REMOVE EXESTING SEALANT AND TUCK NEWSINGLE PLY ROOFING BELOW FRAME, PERMFG REQ
AREA OF LIMITED DEMOLITION - SAW CUT MASONRYPOCKET TO ALLOW FOR ATTACHMENT OF NEWSTEEL STRUCTURE. MAINTAIN POCKET LIMITS TO BECONCEALED WITHIN NEW CANOPY EXTENTS. SEE5/S-301.
DATE:
JOB NO.:
SCALE:
DRAWN BY:
CHECKED BY:
DESIGNED BY:
REV
ISIO
NS:
DATE
:S
PG
B A
rchi
tect
s43
33-B
Tul
ler R
oad
Dub
lin, O
hio
4301
7Ph
one:
(614
) 771
-896
3
shum
aker
| p
agán
| g
ates
| b
utz
As indicated
12004
A-510
EXTERIORDETAILS
FAIRFIELD UNIONHIGH SCHOOL
Designer
Author
Checker
FULS
D H
IGH
SC
HO
OL
CAN
OPI
ES66
75 C
INC
INN
ATI-Z
ANES
VILL
E R
OAD
NE
LAN
CAS
TER
, OH
IO 4
3130
05/07/12
3" = 1'-0"1 ROOF DRAIN 1 1/2" = 1'-0"3 SCUPPER
3" = 1'-0"5 CEILING HUNG ALUMINUM PANEL
3" = 1'-0"2
SINGLE PLY MEMBRANE ROOFASSEMBLY
3" = 1'-0"7 PARAPET DETAIL
3" = 1'-0"6 EXPANSION JOINT
3" = 1'-0"8 COUNTERFLASHING
1 1/2" = 1'-0"10 PIER DETAIL A
1 1/2" = 1'-0"11 PIER DETAIL B
1 1/2" = 1'-0"12
COUNTER FLASHING DETAIL AT METALPANELS
1 1/2" = 1'-0"13 LIBRARY WALL SECTION DETAIL
