BASE BID:
STORAGE: EXPOSED UNFINISHED CMU.
FITNESS CENTER: SEALED CONCRETE FLOOR FINISH.
BID OPTION:
STORAGE: PAINT EXPOSED CMU.
FITNESS CENTER: RESILIENT FLOORING.
INSTALL WINDOW TYPES 'W1' AND 'W2'.
INSTALL WINDOW SILLS AS INDICATED.
209 SENATE AVENUE, CAMP HILL, PENNSYLVANIA, 17011
SEPTEMBER 17, 2014PROJECT NUMBER: WFGE152001
FITNESS AND CESTORAGE FACILITY
PENNSYLVANIA AIR NATIONAL GUARD
112th AOS, STATE COLLEGE AGS,STATE COLLEGE, PENNSYLVANIA
TYPE B3 SUBMITTAL
DRAWING INDEX
GENERALG001 COVER SHEET
CIVILC001 GENERAL NOTES & ATFP DIAGRAMC100 DEMOLITION PLANC101 LAYOUT GRADING & UTILITY PLANC501 DETAILSC502 DETAILS
ARCHITECTURALA001 SYMBOLS, LEGENDS, ABBREVIATIONS, & CODE INFORMATIONA101 FLOOR PLAN, REFLECTED CEILING PLAN, ROOF PLAN & DETAILSA201 ELEVATIONS & BUILDING SECTIONSA301 WALL SECTIONSA601 SCHEDULES, TYPES, & TYPICAL DETAILS
STRUCTURALS001 GENERAL NOTESS101 FOUNDATION & ROOF PLANS401 SECTION & DETAILSS402 SECTION & DETAILS
MECHANICALM001 SYMBOLS & ABBREVIATIONSM101 HVAC PLANM501 SCHEDULES & DETAILS
PLUMBINGP101 PLUMBING PLAN
FIRE PROTECTIONFP101 FIRE SUPRESSION PLAN, NOTES & DETAILS
ELECTRICALE001 SYMBOLS, ABBREVIATIONS, & GENERAL NOTESE100 SITE PLANE101 LIGHTING & POWER PLANSE102 SPECIAL SYSTEMSE501 SCHEDULES & DETAILS
BID OPTION #2 - FINISHES
BID OPTION #1 - DAYLIGHTING
BFP
BRICK
CONCRETE MASONRY UNITS
ACOUSTICAL CMU
CMIU
STRUCTURAL GLAZEDFACING TILE/ GLAZED CMU
CONCRETE
GYPSUM BOARD / GROUT
BATT INSULATION
RIGID INSULATION
COARSE AGGREGATE /BALLAST
STEEL
ALUMINUM
FINISH LUMBER
DIMENSIONAL LUMBER
SHIM
PLYWOOD
TILE / ACOUSTIC PANEL
EARTH / SOIL
SIM
1
A101
_________________________
_________________________A101
1
SIM
BUILDING SECTION REFERENCE
DRAWING ON WHICH SECTION APPEARS
WALL SECTION REFERENCE
DRAWING ON WHICH SECTION APPEARS
DETAIL REFERENCE
DRAWING ON WHICH DETAIL APPEARS
101 DOOR NUMBER REFERENCE
101 ROOM NUMBER REFERENCE
LINTEL TYPE REFERENCEL-2
STRUCTURAL COLUMN REFERENCEA
1
1
W1
L1
1
?
TOILET ACCESSORY REFERENCE
WALL PARTITION REFERENCE
WINDOW TYPE REFERENCE
LOUVER TYPE REFERENCE
REVISION REFERENCE
KEYNOTE REFERENCE
1
A101 SIM
_________________________
1 Ref
A101
DRAWING ON WHICH ELEVATION APPEARS
ELEVATION REFERENCE1 Ref
1
Re
f
1 Ref
1
Re
f
906.89 SF
STORAGE
100
624.56 SF
FITNESSCENTER
101
S-2 A-3
43'-0"
36'-0"
36" 36"
FE FE
UL DESIGNNO. U906
1 HOUR FIRE RATED WALL
NOTE: CONSTRUCTION TO MEET THE APPLICABLE PROVISIONS OF THE 2012 INTERNATIONAL BUILDING CODE, STATE REGULATIONS AND BUILDING CODES ALONG WITH ALL OTHER LOCAL CODES HAVING JURISDICTION.
INTERNATIONAL PLUMBING CODE, [2012]INTERNATIONAL MECHANICAL CODE, [2012]NATIONAL ELECTRICAL CODE, LATEST EDITIONINTERNATIONAL ENERGY CONSERVATION CODE, [2012]
OCCUPANCY CLASS: NON-SEPARATED MIXED USE OCCUPANCYCLASS A-3, AND S-2USE A-3 (ASSEMBLY)
CONSTRUCTION TYPE: IIB (NON-COMBUSTIBLE)
ALLOWABLE AREA (TABLE 503)
A-3 OCCUPANCY = 9,500 SF ALLOWABLE
TOTAL FLOOR AREA = 625 SF ACTUAL
ALLOWABLE BUILDING HEIGHT (TABLE 503)
A-3 OCCUPANCY = 2 STORIES (55'-0") ALLOWABLE
BUILDING HEIGHT = 1 STORY (16'-8") ACTUAL
OCCUPANT LOAD (TABLE 1004.1.1)
OCCUPANCY CLASS : A-3 = 625 SF ACTUAL
EXERCISE ROOMS (50 GROSS) = 12 OCCUPANTS
MINIMUM EGRESS WIDTH REQUIRED (SECTION 1005)
CORRIDORS & DOORS = 0.20 INCHES PER OCCUPANT
0.20 INCHES x 12 OCCUPANTS = 2.4 INCHES REQUIRED
WIDTH PROVIDED = 36 INCHES ACTUAL
MINIMUM NUMBER OF EXITS REQUIRED (SECTION 1014)
A-3 OCCUPANCY (LESS THAN 50 OCCUPANTS)
NUMBER OF EXITS REQUIRED = 1
NUMBER OF EXITS PROVIDED = 1
= 12 TOTAL OCCUPANTS
EXIT ACCESS TRAVEL DISTANCE (TABLE 1016.1)
MAX DISTANCE (W/ SPRINKLER SYSTEM) = 250'-0"
ACTUAL MAX TRAVEL DISTANCE = 43'-0"
TOTAL OCCUPANT LOAD
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
A001
SYMBOLS, LEGENDS,ABBREVIATIONS, & CODE
INFORMATION
SEPTEMBER 17, 2014
CHBJASJAS
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
ARCHITECTURAL
P/L PROPERTY LINE
PASS PASSENGER
PERF PERFORATED
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLYWD PLYWOOD
PNL PANEL
PNT PAINT
PORC PORCELAIN
PR PAIR
PREFAB PREFABRICATED
PROJ PROJECT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSW PLASTIC SIMULATED WOOD
PT POINT
PTD PAINTED
PTN PARTITION
PVC POLYVINYL CHOLRIDE
QTF QUARRY TILE FLOOR
R RADIUS
R RISER
RD ROOF DRAIN
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCE
REQD REQUIRED
RET RETURN
REV REVISION
RFG ROOFING
RH RIGHT HAND
RM ROOM
RWC RAIN WATER CONDUCTOR
S SOUTH
SAPC SUSPENDED ACOUSTICAL PANEL CEILING
SCHED SCHEDULE
SDG SIDING
SEC SECTION
SF SQUARE FOOT
SGFT STRUCTURAL GLAZED FACING TILE
SH SHOWER
SHM SECURITY HOLLOW METAL
SHT SHEET
SI INTERNATIONAL SYSTEM OF UNITS
SIM SIMILAR
SKY SKYLIGHT
SLDR SLIDING DOOR
SMLS SEAMLESS
SPEC SPECIFICATION
SPKLR SPRINKLER
SPKR SPEAKER
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURE / STRUCTURAL
STWY STAIRWAY
SUPT SUPERINTENDENT
SUPVR SUPERVISOR
SURF SURFACE
SUSP SUSPENDED / SUSPENSION
SYS SYSTEM
T TREAD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
T/ TOP OF
TAN TANGENT
TDD TELECOMMUNICATION DISPLAY DEVICE
TEL TELEPHONE
TEMP TEMPERORARY
TER TERRAZZO
THRU THROUGH
TLT TOILET
TRTD TREATED
TYP TYPICAL
UNO UNLESS NOTED OTEHRWISE
VAT VINYL ASBESTOS TILE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
VTR VERTICAL
W WEST
W WIDE
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WDR WOOD DOOR
WH WATER HEATER
WTRPRF WATERPROOFING
WWF WELDED WIRE FABRIC
XFMR TRANSFORMER
FDR FIRE DOOR
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FHY FIRE HYDRANT
FIN FINISH
FL FLASHING
FLEX FLEXIBLE
FLG FLANGE
FLR FLOOR
FLRG FLOORING
FP FIREPROOF
FRP FIBER-REINFORCED PLASTIC
FT FOOR
FTG FOOTING
FURN FURNITURE
GA GAUGE / GAGE
GALV GALVANIZED
GAR GARAGE
GEN GENERATOR
GFCI GOVERNMENT FURNISHED, CONTRACTORINSTALLED
GFGI GOVERNMENT FURNISHED, GOVERNMENTINSTALLED
GL GLASS
GLU-LAM GLUE-LAMINATED
GOVT GOVERNMENT
GR GRADE
GRD GROUND
GVL GRAVEL
GYP GYPSUM
H HIGH
HDWE HARDWARE
HM HOLLOW METAL
HMD HOLLOW METAL DORO
HORIZ HORIZONTAL
HPT HIGH POINT
HT HEIGHT
HTR HEATER
HVAC HEATING, VENTILATION AND AIRCONDITIONING
ICF INSULATED CONCRETE FORMS
ID INSIDE DIAMETER
IE THAT IS
IH INTAKE HOOD
INSUL INSULATED
INTR INTERIOR
JST JOIST
JT JOINT
L LONG
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LG LENGTH
LH LEFT HAND
LIB LIBRARY
LIN LINEAR
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LPT LOW POINT
LT LIGHT
LWC LIGHTWEIGHT CONCRETE
M METER
MAINT MAINTENANCE
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEMB MEMBRANE
MET METAL
MEZZ MEZZANIND
MFR MANUFACTURER
MGR MANAGER
MH MANHOLE
MIL MILITARY
MIN MINIMUM
MISC MISCELLANEOUS
ML METAL LATH
MLDG MOLDING
MLP METAL LATH AND PLASTER
MM MILLIMETER
MO MASONRY OPENING
MOD MOTOR OPERATED DAMPER
MTG MOUNTING
N NORTH
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NRC NOISE-REDUCTION COEFFICENT
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OH OPPOSITE HAND
OHDR OVERHEAD DOOR
OPNG OPENING
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
ABV ABOVE
AC AIR CONDITIONING
ACST ACOUSTIC
ADDL ADDITIONAL
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
AGGR AGGREGATE
AL ALUMINUM
ALT ALTERNATE
ARCH ARCHITECTURAL
ASB ASBESTOS
ASPH ASPHALT
ASSN ASSOCIATION
ASST ASSISTANT
ASSY ASSEMBLY
AVE AVENUE
AVG AVERAGE
B BOTTOM
BALC BALCONY
BD BOARD
BETW BETWEEN
BLDG BLOCKING
BLKG BOILER
BLR BOILER
BM BEAM
BM BENCHMARK
BP BASE PLATE
BRDG BRIDGING
BRG BEARING
BS BOTH SIDES
BSMT BASEMENT
CAB CABINET
CAP CAPACITY
CARP CARPET
CDR COILING DOOR
CER CERAMIC
CFCI CONTRACTOR FURNISHED, CONTRACTORINSTALLED
CFGI CONTRACTOR FURNISHED, GOVERNMENTINSTALLED
CI CAST IRON
CIP CAST IRON PIPE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLO CLOSET
CLR CLEAR
CMIU CONCRETE MASONRY INSULATED UNIT
CMU CONCRETE MASONRY UNIT
CNCL CONCEALED
CO CLEANOUT
CO COMPANY
COL COLUMN
COMP COMPOSITION
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CRV CURVED
CSK CONTERSINK
CTD COATED
CTR CENTER
CUH CABINET UNIT HEATER
D DEPTH
DBL DOUBLE
DEG DEGREE
DEP DEPARTMENT
DET DETAIL
DGL DIAGONAL
DIA DIAMETER
DIM DIMENSION
DIV DIVISION
DL DEAD LOAD
DMPF DAMPPROOFING
DN DOWN
DPN DEMOUNTABLE PARTITIONMANUFACTURER
DR DOOR
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
E EAST
E.G. FOR EXAMPLE
EA EACH
EF EXHAUST FAN
EGEN EMERGENCY GENERATOR
EIFS EXTERIOR INSULATION AND FINISHSYSTEM
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
ENTR ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXP JT EXPANSION JOINT
EXT EXTERIOR
FAB FABRICATE
FBD FIBERBOARD
FD FLOOR DRAIN
FDN FOUNDATION
MATERIALS LEGEND SYMBOLS LEGEND
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES
1 ALL WORK TO CONFORM TO REQUIREMENTS OF THE GOVERNINGBUILDING CODE, OSHA AND ALL OTHER APPLICABLE CODES, RULES,REGULATIONS, ORDINANCES, ETC. IN THEIR LATEST EDITION. ALL WORKSHALL CONFORM TO REQUIREMENTS OF ALL AUTHORITIES HAVINGJURISDICTION.
2 ALL WORK THAT IS IMPLIED OR REASONABLY INFERRED BY THEDRAWINGS IS THE RESPONSIBILITY OF THE CONTRACTOR. THECONTRACTOR'S ATTENTION IS DIRECTED TO INCLUDE ALL DRAWINGSCOMPRISING THE COMPLETE SET. THE INCLUSION OF ANY AND ALLWORK BY MENTION, NOTATION, DETAIL, ITEMIZATION OR IMPLICATION,HOWEVER BRIEF, MEANS THAT THE CONTRACTOR SHALL PROVIDE ANDINSTALL SAME AT NO ADDITIONAL COST OR BURDEN TO THEGOVERNMENT. ALL WORK PERFORMED SHALL INCLUDE ALLAPPURTENANCES AND APPARATUS NORMALLY DEEMED TO BE PART OFA COMPLETE PACKAGE WITHIN THE DEFINITIONS OF ORDINARYINDUSTRY STANDARDS. ALL TRADES ARE RESPONSIBLE FOR REVIEWINGTHE ENTIRE SET OF DRAWINGS THEREBY NOTING AND INCLUDING THEIRWORK AS APPLICABLE. THE INTENT OF THE DRAWING SET IS TO RESULTIN A COMPLETE AND FINISHED PROJECT IN ALL REGARDS AT THECONCLUSION OF THE WORK. CONTRACTOR TO INCLUDE ALL WORK,WHETHER SHOWN OR NOT, AS MAY BE NECESSARY TO ACCOMPLISH THEINTENDED RESULT.
3 ALL PERMITS, INSPECTIONS, APPROVALS, ETC. SHALL BE APPLIED ANDPAID FOR BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLEFOR THE ARRANGING AND COORDINATING ALL REQUIRED INSPECTIONSAND FOR SECURING ALL NECESSARY APPROVALS OF THE WORK.
4 CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE PROJECTTHROUGH INSPECTION OF THE SITE AND REVIEW OF THE DRAWINGS SOAS TO THOROUGHLY UNDERSTAND THE NATURE AND REQUIREMENTS OFTHE WORK. ANY AND ALL DISCREPANCIES OR OMISSIONS SHALL BEREPORTED TO THE GOVERNMENT PRIOR TO THE COMMENCEMENT OFANY WORK AFFECTED BY SUCH DISCREPANCY OR OMISSION. IT IS THERESPONSIBILITY OF THE CONTRACTOR TO ENSURE THATDISCREPANCIES OR OMISSIONS ARE REPORTED AND CLARIFICATIONOBTAINED PRIOR TO WORK BEING PERFORMED. ANY AND ALL WORKPROCEEDING OTHERWISE AND THEN FOUND TO BE INCORRECT ORINCONSISTENT WITH THE INTENDED RESULT SHALL BE REMOVED,REPLACED AND/OR CORRECTED BY THE CONTRACTOR AT NOADDITIONAL COST OR BURDEN TO THE GOVERNMENT. CONTRACTOR TOVERIFY ALL DIMENSIONS AND LOCATIONS IN THE FIELD. CONTRACTORTO COORDINATE ALL WORK WITH CONDITIONS ENCOUNTERED IN THEFIELD AND MAKE ALL NECESSARY ADJUSTMENTS ACCORDINGLY.
5 CONTRACTOR IS RESPONSIBLE FOR FINAL FIT, FINISH, APPEARANCE ANDPERFORMANCE OF ALL WORK.
6 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THEWORK SITE PRIOR TO THE COMMENCEMENT OF WORK.
7 CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AFFECTING THEWORK PRIOR TO BIDDING AND SHALL FAMILIARIZE THEMSELF WITH ALLASPECTS OF THE WORK PRIOR TO COMMENCEMENT.
8 ALL MATERIALS SHALL BE APPLIED, INSTALLED OR UTILIZED INACCORDANCE WITH MANUFACTURER’S PRINTED LITERATURE.
9 ALL WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKEMANNER, MATCHING AND ALIGNING ALL SURFACES SO AS TO AFFORD ANEAT FINISHED APPEARANCE. CONTRACTOR SHALL CLEAN ALLSURFACES FREE OF SOIL, DIRT, REFUSE AND DEBRIS RESULTANT FROMTHE WORK. ALL ADJACENT SURFACES SHALL BE LEFT AS THEYAPPEARED PRIOR TO COMMENCEMENT OF THE WORK. CONTRACTORRESPONSIBLE TO PROVIDE ADEQUATE PROTECTION OF ALL ADJACENTAND EXISTING SURFACES TO REMAIN SUFFICIENT TO ENSURE AGAINSTDAMAGE DURING CONSTRUCTION OPERATIONS. AT CONCLUSION OFTHE WORK, ALL FINISHED EXPOSED SURFACES INCLUDING GLASS,ALUMINUM AND FINISHED HARDWARE SHALL BE THOROUGHLY CLEANEDTO THE SATISFACTION OF THE GOVERNMENT.
10 ALL WORK SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROMDAMAGE AT ALL TIMES REGARDLESS OF THE STAGE OF COMPLETION.CONTRACTOR SOLELY RESPONSIBLE FOR SAFETY AT ALL TIMES, IN ALLPLACES AND UNDER ALL CONDITIONS AFFECTING OR AFFECTED BY THEWORK. CONTRACTOR SHALL ADHERE TO ALL ACCEPTED SAFETYPRACTICES AND SHALL PROVIDE ALL FENCES, BARRICADES,GUARDRAILS, PARTITIONS, ETC. AS MAY BE NECESSARY IN ORDER TOPROTECT LIFE AND PROPERTY FROM INJURY OR DAMAGE AND AS MAYBE REQUIRED BY ANY AND ALL AUTHORITIES HAVING JURISDICTION.CONTRACTOR SHALL REPAIR ANY AND ALL DAMAGE TO THE PREMISESARISING FROM OR ASSOCIATED WITH WORK SITE OPERATIONS AND/ORACTIVITIES CONNECTED TO THE WORK.
11 CONTRACTOR SHALL LEAVE ALL CHASES, HOLES, OPENINGS, ETC.PLUMB LEVEL, TRUE AND OF A PROPER SIZE IN HIS WORK OR CUT SAMEINTO EXISTING WORK AS MAY BE NECESSARY FOR PROPERINSTALLATION OF HIS OR OTHER FOLLOWING CONTRACTOR’SSUBSEQUENT WORK. CONTRACTOR SHALL CONSULT, CONFER ANDOTHERWISE COORDINATE WITH ANY AND ALL OTHER CONTRACTORSAND CONCERNED PARTIES REGARDING PROPER LOCATION, SIZE,PLACEMENT, ALIGNMENT AND ORIENTATION OF SAME. IN CASE OF ANYFAILURE TO LEAVE OR CUT SUCH OPENINGS OR OTHERWISE LEAVESUCH ACCOMMODATIONS IN PROPER PLACE, HE SHALL CUT THEMAFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING WILL BEPERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUTTHE CONSENT OF THE CONTRACTING OFFICER.
12 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS. ALL LABOR, EQUIPMENT ANDMATERIAL SHALL BE GUARANTEED AS PER PROJECT SPECIFICATIONS.
13 CONTRACTOR SHALL COMPLY WITH ALL GOVERNMENT SAFETY TRAININGREQUIREMENTS AND SITE PROCEDURES. CONTRACTOR RESPONSIBLEFOR COORDINATING THE FOREGOING WITH GOVERNMENT'SDESIGNATED REPRESENTATIVES.
14 CONTRACTOR TO PERFORM ALL WORK WITHOUT INTERFERING WITHGOVERNMENT'S NORMAL OPERATIONS.
15 PROJECT DOCUMENTS ARE INTENDED TO BE COMPLEMENTARY. ITEMSINDICATED IN ONE PLACE OR ANOTHER AMONG THE DOCUMENTS SHALLBE INTENDED AS THOUGH SHOWN IN ALL PLACES.
16 CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL NEW WORK WITHALL EXISTING CONDITIONS. EXISTING ELEMENTS AFFECTING THE WORKREQUIRE SUCH COORDINATION WHETHER OR NOT THEY ARE INDICATEDIN THE DOCUMENTS.
17 DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES.
18 ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROMDATE OF SUBSTANTIAL COMPLETION.
ARCHITECTURAL ABBREVIATIONS
SCALE: 3/16" = 1'-0"1
CODE PLAN
FIRE RATINGS
BUILDING INFORMATION
A2014
A201
A201
A201
5
2
3
BU
ILD
ING
N
OR
TH
6
A201
_________________________
6
A201
_________________________
1197.75'STORAGE
100
FITNESS
CENTER
101
27
'-4
"
3'-4" 3'-4" 23'-4" 3'-4" 6'-0" 3'-4" 2'-0" 3'-4" 2'-0" 3'-4" 2'-0" 3'-4" 3'-4"
62'-0"
22
'-0
"3
'-4
"2
'-0
"
35'-4" 8" 24'-4"
25
'-8
"
100A 101
8331
10770 203 7417
7823
6706
1016
610
1016 1016 7112 1016 1829 1016 610 1016 610 1016 610 1016 1016
18898
3
A301
_________________________
F1
7
A201
_________________________7
A201
_________________________
W1 W1 W1 W1 W1 W1
METAL DOWNSPOUTW/ CONCSPLASHBLOCK, TYP
6'-0
"1
0'-0
"6
'-0
"3
'-4
"2
'-0
"1
829
3048
1829
1016
610
100
R1 X1
X1 R1
_________________________A101
6 _________________________A101
7_________________________A101
8
1197.75'
ROOF SLOPE =3" PER FOOT
STANDING SEAMMETAL ROOF
METALGUTTER
CONTINUOUSSNOW GUARD
ROOF RIDGE(NON-VENTED)
END RAKEFASCIA
END RAKEFASCIA
END RAKEFASCIA
METAL WRAPPEDFASCIA
27
'-4
"
62'-0"
8331
18898
INSTALL WINDOW TYPES 'W1' AND 'W2'.
INSTALL WINDOW SILLS AS INDICATED.
STAINLESSSTEEL DRAWBAND
PREMOLDEDPIPE SEAL
CONTINUOUSSEALANTAROUNDPERIMETER
TURN EDGE OFHOLE IN PANTO STIFFEN
CUT PANEL AS REQUIRED TOALLOW FOR EXPANSIONMOVEMENT AROUND PIPE
VENTPIPE, HOT
ROOFASSEMBLY
RIGIDINSULATION
METAL DECK
TREATED WDBLOCKING
METALCOLLAR
THIMBLE
METAL RAINHOOD
SEALANT
STAINLESSSTEEL DRAWBAND
PREMOLDEDPIPE SEAL
CONTINUOUSSEALANTAROUNDPERIMETER
TURN EDGE OFHOLE IN PANTO STIFFEN
CUT PANEL AS REQUIRED TOALLOW FOR EXPANSIONMOVEMENT AROUND PIPE
VENT PIPE
ROOFASSEMBLY
RIGIDINSULATION
METAL DECKVERT REINF, SEESTRUCT DWGS
254 (10") KORFILCMIU (R-5.5)
WIRE MESH TIE
76x102 (3"x4") METALDS W/ METALSTRAPS @ 1219(48") OC VERT
254 (10") Hi-RCMIU (R-11.5)
6"152
VERT REINF,SEE STRUCTDWGS
254 (10") Hi-RCMIU (R-11.5)
WIRE MESH TIE
1-HR FIRE RATEDPARTITION, ULDESIGN NO. U906
VERT REINF, SEEPARTITION TYPESCHEDULE
SEALANT ANDBACKER ROD, COLORTO MATCH MORTAR(TYP BOTH SIDES)
VERT REINF,SEE STRUCTDWGS
PREFORMEDRUBBER GASKET
254 (10") KORFILCMIU (R-5.5)
254 (10")Hi-R CMIU(R-11.5)
101ROOM NAME
R1 - STANDARD ROOM SIGN
76mm (3")RAISED TEXT
13mm (1/2")ENGRAVED TEXT ONPLASTIC INSERT
EXIT
13mm (1/2") TEXTW/ BRAILLE
X1 - TACTILE EXIT SIGN
NOTE: MOUNT SIGNS AT 1524mm (5'-0") AFF TO THEIR TOP EDGE. MOUNTROOM SIGNS TO WALL ADJACENT DOOR LATCH, IF INFEASIBLE,MOUNT ON NEAREST ADJACENT WALL.
2"
4"
51
102
6"
152
1/2"13
1'-0"305
1/2
"6
"2
1/2
"13
152
64
9"
229
6"152
TOTAL OF 2
TOTAL OF 2
STEEL JOIST,SEE STRUCTDRAWINGS
OHS DOORTRACK
SUSPENDEDLIGHTING, SEEELEC DWGS
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
A101
FLOOR PLAN, REFLECTEDCEILING PLAN, ROOF
PLAN & DETAILS
SEPTEMBER 17, 2014
CHBJAS / JEFJAS
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
ARCHITECTURAL
PARTITION TYPE SCHEDULE
F1 1-HR FIRE RATED WALL. UL DESIGN #U906. 203mm (8") CMU. VERTICALREINF TO BE #5 BARS @ 1016mm (40") OC. TERMINATE INTO DECKINGAND CUT TO FIT AROUND STRUCTURE.
FLOOR PLAN NOTES
1 MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.
2 DIMENSIONS AT CMU WALLS ARE TO THE FACE OF CMU UNLESS NOTEDOTHERWISE.
3 PROVIDE LINTELS FOR OPENINGS IN MASONRY WALLS INCLUDING BUTNOT LIMITED TO OPENINGS FOR DOORS, WINDOWS, LOUVERS, ANDMECHANICAL AND ELECTRICAL PENETRATIONS.
4 ARCHITECTURAL DRAWINGS SHOW FLOOR DRAINS, TRENCH DRAINS, ANDFLOOR HATCHES IN FINISHED FLOOR AREAS ONLY. REFER TOSTRUCTURAL AND PLUMBING DRAWINGS FOR FLOOR DRAINS, TRENCHDRAINS, AND FLOOR HATCHES IN NON-FINISHED FLOOR AREAS.
5 THE INSIDE EDGE OF DOOR FRAMES SHALL BE SET 6" CLEAR FROM THEFINISH FACE OF THE ADJACENT PERPENDICULAR PARTITION UNLESSOTHERWISE DIMENSIONED.
6 SEE CIVIL DRAWINGS FOR FINISHED FLOOR ELEVATIONS.
7 PROVIDE SUFFICIENT BLOCKING INSIDE THE WALLS FOR INSTALLATIONOF CASEWORK, TOILET ACCESSORIES, PROJECTOR BRACKETS,PROJECTION SCREENS, MARKER BOARDS, TACK BOARDS, CHALKBOARDS, TELEVISION BRACKETS, AND ALL OTHER WALL MOUNTEDEQUIPMENT.
8 TACK BOARDS, MARKER BOARDS, AND TELEVISION BRACKETS SHOWNON PLAN ARE FOR THE PURPOSES OF DETERMINING TENTATIVELOCATIONS AND QUANTITY. FINAL LOCATIONS TO BE CONFIRMED IN THEFIELD BY THE GOVERNMENT.
9 SEE CIVIL DRAWINGS FOR CONCRETE PADS AND BOLLARD LOCATIONSAT EXTERIOR DOORS.
SCALE: 3/16" = 1'-0"1
FLOOR PLAN
REVISIONS
NO. DATE DESCRIPTION
SCALE: 3/16" = 1'-0"3
ROOF PLAN
ROOF NOTES
1 ALL ROOFING TO BE STANDING SEAM METAL ROOFING UNLESS NOTEDOTHERWISE.
2 ALL ROOF SLOPES ARE INDICATED ON DRAWINGS.
3 RIGID INSULATION, MINIMUM TWO LAYERS AND [127mm] (5") WITHSTAGGERED JOINTS.
4 ALL GUTTERS ARE [127x102mm] (5"x4") "D" STYLE UNLESS NOTEDOTHERWISE.
5 ALL DOWNSPOUTS ARE [76x102mm] (3"x4") UNLESS NOTED OTHERWISE.
6 SEE STRUCTURAL DRAWINGS FOR TRUSS AND JOIST BEARINGELEVATIONS.
7 VERIFY SIZE AND LOCATION OF ALL EQUIPMENT.
8 SEE MECHANICAL DRAWINGS FOR ROOF PENETRATIONS SUCH AS VENTPIPES AND EXHAUST FANS.
9 PROVIDE CRICKETS AT THE UPSLOPE SIDE OF ALL ROOF MOUNTEDEQUIPMENT.
10 SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF GOOSENECK PIPEPENETRATIONS.
11 ALL PLYWOOD AND BLOCKING ASSOCIATED WITH THE ROOFCONSTRUCTION SHALL BE FIRE RETARDANT TREATED.
BID OPTION #1 - DAYLIGHTING
SCALE: 1 1/2" = 1'-0"5
TYPICAL HOT PIPE PENETRATION DETAIL
SCALE: 1 1/2" = 1'-0"4
TYPICAL VENT PIPE PENETRATION DETAILSCALE: 3/4" = 1'-0"
6DETAIL
SCALE: 3/4" = 1'-0"7
DETAIL
SCALE: 3/4" = 1'-0"8
DETAIL
ROOM SIGN SCHEDULE
DWG IDENTIFICATION SIGN IDENTIFICATION
ROOM
NO ROOM NAME
SIGN
TYPE
SIGN
NUMBER SIGN TEXT
100 STORAGE R1 100 STORAGE
101 FITNESS CENTER R1 101 FITNESS CENTER
ROOM SIGN TYPESSCALE: 3/16" = 1'-0"
2REFLECTED CEILING PLAN
CEILING PLAN NOTES
1 SEE ELECTRICAL DRAWINGS FOR EXACT TYPE AND LOCATION OF ALLLIGHTING FIXTURES.
2 SPRINKLERS SHALL BE INSTALLED PER NFPA 13.
3 WALL MOUNTED BRACKET DIMENSIONS ARE SHOWN FOR PLANNINGPURPOSES ONLY. FINAL DISTANCE TO BE VERIFIED BY THE GOVERNMENTBASED ON ACTUAL PROJECTOR PERFORMANCE.
T/CONC1197.75
T/BRG 11207.75
T/BRG 21214.42
100A
8
5
11
5
6
2
3
4
3
7
4
9
16'-0" 11'-4"4877 3454
123
100
LV1
LV1
T/CONC1197.75
T/BRG 11207.75
T/BRG 21214.42
W1 W1 W1 W1 W1 W1
W2W2W2W2W2W2W2W2W2W26
10
5
11
2
3
4
3
3'-4" 19'-4" 16'-8" 19'-4" 3'-4"1016 5893 5080 5893 1016
T/CONC1197.75
T/BRG 11207.75
T/BRG 21214.42
T/FOOT1195.08
T/FOOT1195.08
3048
2032
CM
U C
OL
OR
#1
10
'-0
"
CM
U C
OL
OR
#2
6'-8
"
1
4
5
11
8
2
3
9
7
3'-4" 19'-4" 16'-8" 19'-4" 3'-4"1016 5893 5080 5893 1016
16
'-8
"5
080
T/CONC1197.75
T/BRG 11207.75
T/BRG 21214.42
101
8
6
5
11
2
3
4
4
7
9
3
11'-4" 16'-0"3454 4877
123
INSTALL WINDOW TYPES 'W1' AND 'W2'.
INSTALL WINDOW SILLS AS INDICATED.
T/CONC1197.75
T/BRG 11207.75
T/BRG 21214.42
T/FOOT1195.08
FITNESS
CENTER
101
123
101_________________________
A301
2
_________________________A301
1
7
A201
_________________________
7
A201
_________________________
WINDOWTYPES 'W1' &'W2', SEE BIDOPTION #1
T/CONC1197.75
6
A201
_________________________
6
A201
_________________________
T/FOOT1195.08
STORAGE
100
FITNESS
CENTER
101
VA
RIE
S2
'-8
"8
13
1-HR FIRE RATEDPARTITION, ULDESIGN NO. U906
_________________________A201
1
BASE BID:
STORAGE: EXPOSED UNFINISHED CMU.
FITNESS CENTER: SEALED CONCRETE FLOOR FINISH.
BID OPTION:
STORAGE: PAINT EXPOSED CMU.
FITNESS CENTER: RESILIENT FLOORING.
203 (8") CMUBOND BEAM W/(2) #4 BARS CONT
METAL ANGLE &EXP ANCHOR, SEESTRUCT DWGS
FIRE RETARDANTMATERIAL
STANDINGSEAM ROOF
PARTITIONTYPE F1
ROOF INSUL
METALDECK
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
A201
ELEVATIONS & BUILDINGSECTIONS
SEPTEMBER 17, 2014
CHBJASJAS
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
ARCHITECTURAL
ELEVATION NOTES
1 MATTE FACE MASONRY SHALL BE USED AT ALL WALL MOUNTED LIGHTFIXTURES, COPINGS, AND OTHER WALL MOUNTED EQUIPMENT. COLOR TOMATCH ADJACENT MASONRY.
2 ENSURE SIZE AND LOCATIONS OF MASONRY WALL OPENINGS ARECOORDINATED WITH THE INSULATED CONCRETE FORMS.
3 ALL GUTTERS AND DOWNSPOUTS TO MATCH FASCIA COLORS.
REVISIONS
NO. DATE DESCRIPTION
SCALE: 3/16" = 1'-0"2
WEST ELEVATIONSCALE: 3/16" = 1'-0"
3SOUTH ELEVATION
SCALE: 3/16" = 1'-0"5
NORTH ELEVATIONSCALE: 3/16" = 1'-0"
4EAST ELEVATION
BID OPTION #1 - DAYLIGHTING
ELEVATION KEYNOTES
1 STANDING SEAM METAL ROOF
2 ROOF RIDGE (NON-VENTED)
3 METAL RAKE FASCIA
4 METAL WRAPPED PLYWOOD FASCIA
5 SPLIT-FACE CMU COLOR #1
6 MATTE-FACE CMU COLOR #2
7 127x102 (5"x4") 'D' STYLE METAL GUTTER
8 76x102 (3"x4") METAL DOWNSPOUT
9 CONTINUOUS SNOW GUARD
10 TRANSLUCENT WALL PANEL, WINDOW TYPE 'W2' (BID OPTION #1)
11 CMU CONTROL JOINT
SCALE: 3/16" = 1'-0"6
BUILDING SECTIONSCALE: 3/16" = 1'-0"
7BUILDING SECTION
BID OPTION #2 - FINISHES
SCALE: 3/4" = 1'-0"1
PARTITION DETAIL
T/CONC1197.75
T/FOOT1195.08
813
VA
RIE
S2
'-8
"
STEEL ANGLE W/EXP ANCHOR, SEESTRUCT DWGS
METAL ROOF DECK,SEE STRUCT DWGS
STEEL JOIST,SEE STRUCTDRAWINGS
SEALANT
FOAMED-IN-PLACEINSULATION
METAL END RAKEBY ROOF MANUF
WD BLOCKINGAS REQ'D
127mm (5") RIGIDROOF INSUL (R-25)
STANDING SEAMMETAL ROOF
254mm (10") Hi-RCMU (R-11.5)
VERTICAL REINF,SEE STRUCT DWGS
102mm (4") CMU,FULLY GROUTED
254mm (10")CMU, FULLY-GROUTED W/HORIZ REINF @203mm (8") VERTSPA OC, TYP
HORIZ REINF @406mm (16") VERTSPA OC, TYP
TURN-DOWNCONC SLAB, SEESTRUCT DWGS
CONCRETE FLOORSLAB & FOUNDATION,SEE STRUCT DWGS
VAPORBARRIER
AGGREGATE, SEESTRUCT DWGS
2" PERIMETERINSUL, 2'-0" BOTHDIRECTIONS
SEE STRUCTDWGS FOR ALLCONC DETAILS
LINTEL L-2
STORAGE
100
CM
U C
OL
OR
#2
VA
RIE
S
CM
U C
OL
OR
#1
12
'-8
"
CONT HOLDDOWN CLEAT BYROOF MANUF
FINISH, BIDOPTION #2
3861
OVERHEADSECTIONAL DOOR
CMU BEYOND
STEEL CHANNELOHS DOORFRAME C6x8.2
TWO (2) LAYERSPLYWD FASCIA
BOND BEAM,GROUT CORESFULL W/ (2) #5BARS CONT
T/CONC1197.75
T/BRG 11207.75
T/FOOT1195.08
3048
813
2'-8
"1
0'-0
"
123
CONCRETE FLOORSLAB & FOUNDATION,SEE STRUCT DWGS
VAPORBARRIER
AGGREGATE, SEESTRUCT DWGS
SINGLE-WYTHEPAN FLASHING
2" PERIMETERINSUL, 2'-0" BOTHDIRECTIONS
ROOM FINISHES,SEE SCHEDULE
SEE STRUCTDWGS FOR ALLCONC DETAILS
254mm (10") Hi-RCMU (R-11.5)
VERTICAL REINF,SEE STRUCT DWGS
127mm (5") RIGIDROOF INSUL (R-25)
WD BLOCKINGAS REQ'D
METALWRAPPEDPLYWD FASCIABOARD, TWO(2) LAYERS
SEALANT
127x102mm(5"x4")METALGUTTER
METAL DRIPEDGE
METAL ROOF DECK,SEE STRUCTDRAWINGS
STANDING SEAMMETAL ROOF
BOND BEAM, GROUTCORE FULL W/ (2) #5BARS CONT
254mm (10") PSWTRIM BOARD, CUT TOFIT AROUND STRUCT
STEEL JOIST, SEESTRUCT DRAWINGS
254mm (10")CMU, FULLY-GROUTED W/HORIZ REINF @203mm (8") VERTSPA OC, TYP
HORIZ REINF @406mm (16") VERTSPA OC, TYP
SEALANT
FITNESS
CENTER
101
FLOOR FINISH,BID OPTION #2
CM
U C
OL
OR
#1
12
'-8
"3
861
FOAMED-IN-PLACEINSULATION
T/CONC1197.75
T/BRG 11207.75
T/BRG 21214.42
T/FOOT1195.08
123
SOLIDSURFACE SILL,BID OPTION #1
LINTEL L-1
INSUL OPERABLEGLAZING W/ALUMINUM FRAME,WINDOW TYPE 'W1',BID OPTION #1
ALUMINUM SILL BYWINDOW MANUF
254mm (10") Hi-RCMU (R-11.5)
FLEXIBLE FLASHINGW/ DRIP EDGE
FLEXIBLE FLASHINGW/ DRIP EDGE
VERTICAL REINF,SEE STRUCT DWGS
TRANSLUCENT WALLPANEL, WINDOWTYPE 'W2', BIDOPTION #1
FLEXIBLEFLASHING W/DRIP EDGEHORIZ REINF @
406mm (16") VERTSPA OC, TYP
254mm (10") CMU,FULLY-GROUTED W/HORIZ REINF @ 203mm(8") VERT SPA OC, TYP
CONCRETE FLOORSLAB & FOUNDATION,SEE STRUCT DWGS
VAPORBARRIER
AGGREGATE, SEESTRUCT DWGS
2" PERIMETERINSUL, 2'-0" BOTHDIRECTIONS
SEE STRUCTDWGS FOR ALLCONC DETAILS
FLEXIBLE FLASHINGW/ DRIP EDGE
127mm (5")RIGID ROOFINSUL (R-25)
WD BLOCKINGAS REQ'D
METAL WRAPPEDPLYWD FASCIA BOARD,TWO (2) LAYERS
SEALANT
METAL ROOFDECK, SEESTRUCTDRAWINGS
STANDING SEAMMETAL ROOF
STEEL JOIST, SEESTRUCT DRAWINGS
610
1422
813
1219
1016
2'-0
"4
'-8
"2
'-8
"4
'-0
"3
'-4
"
813
3048
2032
CM
U C
OL
OR
#2
6'-8
"1
0'-0
"2
'-8
"
FITNESS
CENTER
101
SHED RIDGE TRIM BYROOF MANUF
SEALANT
BOND BEAM, GROUTCORE FULL W/ (2) #5BARS CONT
FLOOR FINISH,BID OPTION #2
SEE FINISHSCHEDULE
SINGLE-WYTHEPAN FLASHING
CM
U C
OL
OR
#1
12
'-8
"
LINTEL L-1
102mm (4") CMU
102mm (4") CMU
ANGLED SILL102mm (4") CMU
152mm (6") CMUBOND BEAM W/(2) #4 BARSCONT
152mm (6") CMUBOND BEAM W/(2) #4 BARSCONT
FOAMED-IN-PLACEINSULATION
3861
CMU BEYOND
CMU BEYOND
254mm (10") PSWTRIM BOARD, CUTTO FIT AROUNDSTRUCT
ANGLED SILL102mm (4") CMU
"Z" CLOSURE TRIM,CUT TO FIT TIGHTLYBETWEEN SEAMS, SETIN SEALANT BED
CONT HOLD-DOWNCLEAT BY ROOF MANUF
BASE BID:
STORAGE: EXPOSED UNFINISHED CMU.
FITNESS CENTER: SEALED CONCRETE FLOOR FINISH.
BID OPTION:
STORAGE: PAINT EXPOSED CMU.
FITNESS CENTER: RESILIENT FLOORING.
INSTALL WINDOW TYPES 'W1' AND 'W2'.
INSTALL WINDOW SILLS AS INDICATED.
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
A301
WALL SECTIONS
SEPTEMBER 17, 2014
CHBJAS / JEFJAS
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
ARCHITECTURAL
REVISIONS
NO. DATE DESCRIPTION
SCALE: 3/4" = 1'-0"3
WALL SECTIONSCALE: 3/4" = 1'-0"
2WALL SECTION
SCALE: 3/4" = 1'-0"1
WALL SECTION
BID OPTION #2 - FINISHES
BID OPTION #1 - DAYLIGHTING
GROUT FILL CMUCORES [406mm] (1'-4")BEYOND OPENING
STL BEARINGPLATE W/ STUDS
STL LINTEL BEAM
CMU BOND BEAM
TYP MASONRYBOND BEAM LINTEL
(2) #4 BARS HORIZ INMASONRY BOND BEAM
TYP WALLOPENING
(TYP)
1'-0"
TYP WALLOPENING
TYP MASONRYBOND BEAM LINTEL
T/ CONC
(1) #5 DOWEL(BOTH SIDES)
(1) #5 VERT REINFBAR (BOTH SIDES)FOR OPENINGS[1829mm] (6'-0") WIDE& SMALLER
[406mm] (1'-4") SOLIDPIER W/ (2) #5 VERTREINF BARS (BOTHSIDES) @ [203mm] (8")C/C FOR OPENINGSLARGER THAN[1829mm] (6'-0")
2'-6
"1
'-0
"
NOTES
1. REINFORCING SHOWN REQUIRED @ALL WALL OPENINGS.
2. ALL REINFORCING TO EXTEND [610mm](24") MIN BEYOND WALL OPENING.
3. ALL BOND BEAMS TO EXTEND [203mm](8") MIN BEYOND WALL OPENINGS @EACH END.
305
762
305
HG-HALFGLASS
OHS-OVERHEADSECTIONAL
8'-0
"
1'-6
" T
YP
10'-0"
EQ 3'-0" 3'-0" EQ
5'-3
"610x229 (24"x9")ACRYLICVISION LIGHTS
DR
HE
IGH
T
8"
3'-0
"
EQ 2'-0" EQ
DR WIDTH
6"
914 914
1600
457
2438
610
203
914
43
" M
AX
3048
152
1
WIDTH
DR
DR
HE
IGH
T
2
DR
HE
IGH
T
WIDTH
DR
102 (4") HEAD
C6x8.2 STEELCHANNEL
BENT STRAPANCHORS @406 (1'-4") OCVERT
51 (2") FRAME
L-1 L-2
152 (6") CMU BOND BEAMW/ (2) #4 BARS CONT
STL BEAM W8x24W/ 244x9.5 (9-5/8"x3/8")
STL PLATE
EQ EQ
STL ANGLE5x3-1/2x1/4(LLV)
16 (5/8")DIA EXPANCHOR
1. LINTELS TO HAVE [203mm] (8") MINIMUM BEARING EACH END.2. SEE TYPICAL MASONRY WALL OPENING REINFORCING DETAILS ON THIS
DRAWING FOR ADDITIONAL REINFORCING REQUIRED AT ALL MASONRYWALL OPENINGS.
3. PROVIDE [9.5x254x178mm] (3/8"x10"x7") BEARING PLATE WITH TWO[19mm] (3/4") DIAMETER METAL STUDS AT EACH END OF ALL STEELWIDE FLANGE BEAM LINTELS.
4. STEEL LINTELS TO BE PRIME PAINTED.5. BOND BEAM REINFORCING TO EXTEND [610mm] (24") MINIMUM BEYOND
EACH END OF WALL OPENING.
LV1
T/CONC
HT
VA
RIE
S
AF
F2
'-0
"6
10
2'-0"610
W1(BID OPTION #1)
W2(BID OPTION #1)
9
8
7
12
11
10
T/CONC
4'-0
"
10
16
(3
' -4
")
AF
F =
1219
3'-4"1016
4'-8
"
30
48
(10
'-0
")
AF
F =
1422
3'-4"1016
TRANSLUCENTWALL PANEL
OUTSWINGAWNING TYPE
INSTALL WINDOW TYPES 'W1' AND 'W2'.
INSTALL WINDOW SILLS AS INDICATED.
BASE BID:
STORAGE: EXPOSED UNFINISHED CMU.
FITNESS CENTER: SEALED CONCRETE FLOOR FINISH.
BID OPTION:
STORAGE: PAINT EXPOSED CMU.
FITNESS CENTER: RESILIENT FLOORING.
LO
UV
ER
HE
IGH
T V
AR
IES
, S
EE
TY
PE
S
102 (4")CMU
LOUVER
51 (2")FRAME
FLASHING W/DRIP EDGE
SOLIDMATERIALSILL
152 (6") CMUBOND BEAMW/ (2) #4BARS CONT
254 (10")CMIU
LINTEL L-1
SEALANT,ALL SIDES
FLASHING W/DRIP EDGE
254 (10")CMIU
102 (4")CMUMETAL
THRESHOLDWITH WEATHERSEAL
DOOR
CONCRETESLAB
(INT SIDE)
102 (4")CMU
4"
102
5 7/8" 1"149 25
SEALANT,ALL SIDES
DOOR &FRAME
LINTELL-1
254 (10")CMIU
FLASHING W/DRIP EDGE
1"
5 7
/8"
25
149
2"51
254 (10")CMIU
MASONRYANCHOR
SEALANT,ALL SIDES
DOOR &FRAME
1/2
"
**VERIFY DISTANCE WITH DOORMANUF TRACK MOUNTING DWGS
SLOPEAWAY @1/4" PERFOOT
51x51x6 (2"x2"x1/4")GALVANAIZED STLANGLE, RETURN TOWALL AT EACH END
OHS DOOR
9.5 (3/8") DIA STLANCHOR @ 1219(48") OC
(INT SIDE)
WALL THICKNESS 3" **76 **
13
OVERHEAD DOORJAMB BY MANUF
254 (10") CMIU3"
**W
AL
L T
HIC
KN
ES
S7
6 *
*
**VERIFY DISTANCE WITH DOORMANUF TRACK MOUNTING DWGS
METALCHANNEL,C8x6.2
SEALANT,BOTHSIDES
BENT STRAP ANCHORS@ 406 (1'-4") OC VERT
OHS DOOR
WEATHERGASKET BYDOOR MANUF
LINTEL L-2
102 (4")CMU
254 (10")CMIU
FLASHINGW/ DRIPEDGE
SEALANT,ALL SIDESWINDOW
& FRAMESEALANT,ALL SIDES
WINDOW& FRAME
(INTERIOR)
(INTERIOR)
102 (4")CMU
LINTELL-1
254 (10")CMIU
FLASHING W/DRIP EDGE
5" 1"127 25
2 1
/2"
64
5"
1"
127
25
2 1/2"64 254 (10")
CMIU
ANGLEDSILL, 102(4") CMU
SEALANT,ALL SIDES
WINDOW& FRAME
FLASHING W/DRIP EDGE
SOLIDMATERIALSILL
152 (6") CMUBOND BEAMW/ (2) #4 BARSCONT
254 (10")CMIU
(INTERIOR)
5" 1"127 25
SEALANT,ALL SIDES
TRANSLUCENTWALL PANEL
SEALANT,ALL SIDES
(INTERIOR) (INTERIOR)
102 (4")CMU
LINTELL-1
254 (10")CMIU
FLASHING W/DRIP EDGE
254 (10")CMIU
ANGLEDSILL, 102(4") CMU
SEALANT,ALL SIDES
FLASHING W/DRIP EDGE
152 (6") CMUBOND BEAMW/ (2) #4 BARSCONT
254 (10")CMIU
(INTERIOR)
1/2"13
TRANSLUCENTWALL PANEL
1"
25
1"25
TRANSLUCENTWALL PANEL
13 (1/2") DIAEXPANSIONANCHOR
1"25
ALUMINUMSILL BYWINDOWMANUF
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
A601
SCHEDULES, TYPES, &TYPICAL DETAILS
SEPTEMBER 17, 2014
CHBJAS / JEFJAS
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
ARCHITECTURAL
DOOR SCHEDULE
DOOR
NO
DOOR FRAME HARDWARE
FIRE
RATING
(MINS) LINTEL NOTES
SIZE TYPE
MAT GLAZING TYPE MAT
DETAILS
SET
NO
KEYSIDE
ROOM NO
WIDTH
HEIGHT THICK LEAF 1 LEAF 2 HEAD JAMB SILLLEAF 1 LEAF 2
100 -
100A 3'-0" 0' - 0" 7'-0" 1 3/4" HG - HM TEMP/INSUL 1 HM 1 3 5 2.0 EXT - L-1
101 3'-0" 0' - 0" 7'-0" 1 3/4" HG - HM TEMP/INSUL 1 HM 1 3 5 1.0 EXT - L-1
ROOM FINISH SCHEDULE
ROOM
NO ROOM NAME
FLOOR WALLS
NOTESFLOOR FINISH BASE TRIM NORTH EAST SOUTH WEST
100 STORAGE SEALED CONC - CMU (PAINT)* CMU (PAINT)* CMU (PAINT)* CMU (PAINT)* *SEE BID OPTION #2
101 FITNESS CENTER RUBBER TILE* VINYL COVE CMU (PAINT) CMU (PAINT) CMU (PAINT) CMU (PAINT) *SEE BID OPTION #2
REVISIONS
NO. DATE DESCRIPTION
BEAM BEARING PARALLEL TO CMU
TYPICAL MASONRY WALL OPENING REINFORCING DETAILS
DOOR TYPES FRAME TYPES LINTEL TYPES
LINTEL NOTES
OHS2"8'-0"0' - 0"10'-0" - STL ACRYLIC STL 2 4 6 EXT L-2
LOUVER TYPESWINDOW TYPES
BID OPTION #1 - DAYLIGHTING
BID OPTION #2 - FINISHES
2
TYPICAL LOUVER SECTION
1 2 3
4 5 6
7 8 9 10 11 12
13 14 15 16 17 18
BID OPTION #1 BID OPTION #1 BID OPTION #1 BID OPTION #1 BID OPTION #1 BID OPTION #1
3.0 MANUALLY OPERATED OVERHEAD SECTIONAL DOOR
2.
1.
BRACING, TEMPORARY SUPPORTS, AND SHORING TO RESIST FORCES, ON THE STRUCTURE DURING CONSTRUCTION.
THE STRUCTURE IS DESIGNED TO ACT AS A STRUCTURAL UNIT UPON COMPLETION. DESIGN AND PROVIDE NECESSARY
PLATES, BARS, AND ANGLES SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE.
A.S.T.M. A992 GRADE 50 OR A.S.T.M. A572 GRADE 50.
3.
4.
5.
6.
7.
8.
SHALL COMPLY WITH THE LATEST A.W.S.. D1.1 BUT IN NO CASE SHALL WELD SIZE BE LESS THAN 4mm [3/16 INCH].
USE NON-SHRINK, NON-METALLIC GROUT UNDER BASE PLATES.
NATURAL MILL CAMBER OF BEAMS SHALL BE PLACED UP.
PAINT AS PER SPECIFICATIONS.
IBC 2012, UFC 3-301-01
7.18kN/m² [150 PSF]
3.
1.
A.
DESIGN LIVE LOADS
BUILDING CODE
FLOOR LOADS
a.
b.
MECHANICAL ROOM
LIGHT STORAGE
3.
A.
B.
a.
DESIGN DEAD LOADS
SELF WEIGHT OF MATERIAL
SUPERIMPOSED DEAD LOADS
1.
2.
3.
4.
5.
6.
28 MPa [4000 POUNDS PER SQUARE INCH] AT 28 DAYS EXCEPT AS NOTED. CONCRETE FOR SLAB-ON-GRADE SHALL
"REINFORCING STEEL LAP SPLICES AND EMBEDMENTS" SHOWN ON THIS SHEET.
WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. DESIGNATION A185.
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (A.C.I. 315-99).
COLLATERAL LOAD
ALL CONCRETE FOR STRUCTURES SHALL BE AIR-ENTRAINED CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF
REINFORCEMENT BARS SHALL BE NEW BILLET STEEL CONFORMING TO A.S.T.M. DESIGNATION A615, GRADE 60, DEFORMED.
CONCRETE DESIGN IS IN CONFORMANCE WITH 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318-11).
DETAIL, FABRICATE AND ERECT REINFORCEMENT BARS, INCLUDING BAR SUPPORTS, SPACERS, ETC. IN ACCORDANCE WITH
UNLESS SHOWN OTHERWISE, BARS AT SPLICES SHALL BE LAPPED IN ACCORDANCE WITH THE TABLE
610 [24]
432 [17]
305 [12]
305 [12]
635 [25]
737 [29]
914 [36]
1118 [44]
1346 [53]
TOP BARS
mm [INCHES]
787 [31]
584 [23]
381 [15]
305 [12]
OTHER BARS
838 [33]
940 [37]
1168 [46]
1448 [57]
1727 [68]
19 [6]
SIZE
16 [5]
13 [4]
BAR
1016 [40]
736 [29]
508 [20]
381 [15]10 [3]
FY = 400MPa [60,000 P.S.I.]
1.
2.
22 [7] 1092 [43]
25 [8] 1244 [49]
29 [9] 1524 [60]
32 [10] 1880 [74]
36 [11] 2261 [89]
MIN. LAP SPLICE LENGTH
DEPTH OF CONCRETE CAST BELOW THE REINFORCEMENT.
TOP BARS
TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 305 mm [12 INCHES]
TABLE BASED ON A.C.I. 318-08 WITH F'C = 28MPa [4,000 P.S.I.] AND
77mm [3 INCHES]
51 mm [2 INCHES]
51 mm [2 INCHES]
25 mm [1 INCH]
38 mm [1-1/2 INCHES]
A.
7.
B.
C.
D.
E.
8.
TO WEATHER, AND ALL WALLS
COLUMNS, PIERS
EXTERIOR EXPOSURE, TOP OF SLABS
INTERIOR EXPOSURE, TOP OF SLABS
UNFORMED SURFACES IN CONTACT WITH GROUND
FORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED
CHAMFER EXPOSED CONCRETE EDGES 19 mm x 19 mm [3/4 INCH x 3/4 INCH] UNLESS NOTED OTHERWISE.
MIN. EMBEDMENT LENGTH
mm [INCHES]
OTHER BARS
REINFORCING STEEL LAP SPLICES AND EMBEDMENTS
CONCRETE COVER FOR REINFORCEMENT BARS SHALL CONFORM TO THE FOLLOWING, UNLESS INDICATED OTHERWISE ON
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST A.I.S.C. CODES
ALL WELD SIZES, NOT INDICATED OR THOSE TO BE DESIGNED FOR MEMBER LOADS GIVEN ON THE DRAWINGS,
ALL STEEL FOR ANCHOR RODS SHALL CONFORM TO A.S.T.M. F1554 GRADE 36.
STRUCTURAL STEEL WIDE FLANGE BEAMS AND MISCELLANEOUS FRAMING MEMBERS SHALL CONFORM TO1.
AND SPECIFICATIONS INCLUDING THE A.I.S.C. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS.
1.0
C
1.44 kN/m² [30 PSF]
B.
a.
b.
c.
SNOW LOAD
GROUND SNOW LOAD
EXPOSURE CATEGORY
SNOW EXPOSURE FACTOR
1.0
B
e.
d.
a.
D.
f.
SEISMIC LOAD
SPECTRAL RESPONSE (S )
SPECTRAL RESPONSE (S )
IMPORTANCE FACTOR
SEISMIC DESIGN CATEGORY
185 km/h [115 MPH]
1.0
EXPOSURE CATEGORY
WIND IMPORTANCE FACTOR
BASIC WIND SPEED ULT
WIND LOAD
c.
b.
a.
C.
C
d. THERMAL FACTOR 1.0
SITE CLASSg. D
RESPONSE MODIFICATION FACTORi.
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDUREk.
DS
D1
INTERNAL PRESSURE COEFFICIENTd. (+ / -) 0.18
0.114g
c.
b.
MAPPED SPECTRAL RESPONSE (S )
MAPPED SPECTRAL RESPONSE (S )S
1
SEISMIC SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLSh.
2.
DRAWINGS WHICH ARE PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED WITHOUT REVIEW.
REPRODUCTION OF STRUCTURAL CONTRACT DRAWINGS FOR USE AS SHOP DRAWINGS IS STRICTLY PROHIBITED. SHOP
A. GENERAL
B. DESIGN CRITERIA
C. CONCRETE
D. STRUCTURAL STEEL
NOTES:
GENERAL STRUCTURAL NOTES
2
DEFLECTION AMPLIFICATION FACTORj. 1.75
787 [31]
584 [23]
381 [15]
305 [12]
838 [33]
940 [37]
1168 [46]
1448 [57]
1727 [68]
0.48kN/m² [10 PSF]
1.0e. SNOW IMPORTANCE FACTOR
5.98kN/m² [125 PSF]
ABBREVIATIONS
THE DRAWINGS.
0.050g
0.122g
0.080g
FTG
H
FOOTING
HIGH
W/
WF WIDE FLANGE
WITH
FIBERGLASS REINFORCED PLASTIC
CONTRACTION
CONSTRUCTION
CONCRETE MASONRY UNIT
CENTER TO CENTER
ARCHITECTURAL
APPROXIMATELY
EW
EQUIP
FRP
EXIST
EXP
EQ
EMBED
EF
EL
EACH WAY
EQUIPMENT
EXISTING
EXPANSION
EQUAL
EMBEDMENT
EACH FACE
ELEVATION
DN
DIA
DET
DWGS
EA
CONN
CONTR
CONSTR
CMU
DOWN
DIAMETER
DETAIL
DRAWINGS
EACH
CONNECTION
CONC
CLR
COL
LC
CIR
C/C
BRG
BOT
BM
CENTERLINE
CONCRETE
COLUMN
CLEAR
CIRCULAR
BEARING
BOTTOM
BEAM
BETW
ARCH
APPROX
AL
ADDL
ALT
BETWEEN
ALUMINUM
ALTERNATE
ADDITIONAL
UNLESS NOTED OTHERWISE
SYMM
WWF
UNO
STIFF
SPA
REINF
REQD
W
T/
TYP
SS
SQ
R
SH
PL
PVC
OF
OD
SYMMETRICAL
WELDED WIRE FABRIC
TYPICAL
TOP OF
STIFFENER
STAINLESS STEEL
SQUARE
WIDE
POLYVINYL CHLORIDE
OUTSIDE FACE
OUTSIDE DIAMETER
REINFORCEMENT
REQUIRED
RADIUS
SPACE
SHEET
PLATE
MATL
OPNG
NTS
MAX
MFR
NO
MIN
LPT
LLV
IF
LG
JT
INV
HPT
ID
LOW POINT
MANUFACTURER
MATERIAL
NUMBER
LONG LEG VERTICAL
OPENING
NOT TO SCALE
MINIMUM
MAXIMUM
INSIDE FACE
HIGH POINT
INSIDE DIAMETER
LONG
JOINT
INVERT
STEELSTL
LANDINGLAND
CHKD CHECKERED
SIM SIMILAR
PROJ PROJECTION
TOS TOP OF STEEL
EOS EDGE OF SLAB
EOD EDGE OF DECK
HCA HEADED CONCRETE ANCHOR
OC ON CENTER
AFF ABOVE FINISHED FLOOR ELEVATION
VIF VERIFY IN FIELD
REINFORCING STEEL EQUIVALENTS
BAR SIZE BAR SIZE#3 #10#4 #13#5 #16#6 #19#7 #22#8 #25#9 #29#10 #32#11 #36
BAR SIZE @ SPACING
#4@6 #13@152
#4@9 #13@229
#4@12 #13@305
#5@8 #16@203
#5@12 #16@305
#5@16 #16@406
#5@32 #16@813
#5@48 #16@1219
ENGLISH METRIC
ENGLISH/METRIC CONVERSION TABLE
ENGLISH METRIC
STRUCTURAL STEEL SHAPES
L5X3 1/2X3/8 L127X89X9.5
C3X4.1 C75X6
#4@24 #13@610
L6X3 1/2X5/16 L152X89X7.9
L5X3X1/4 L127X76X6.4
C5X6.7 C130X10
C8X11.5 C200X17
I I2. RISK CATEGORY
DESIGN, DETAILING, FABRICATION AND ERECTION OF STEEL JOISTS SHALL CONFORM TO THE LATESTS.J.I.:STANDARD SPECIFICATION FOR OPEN WEB JOISTS, K – SERIES (SJI-K-10).
1.
E. STEEL JOIST
THE SPACING, TYPE, AND INSTALLATION OF BRIDGING SHALL CONFORM TO THE S.J.I. REQUIREMENTS UNLESS NOTEDOTHERWISE. IN ADDITION, A SINGLE LINE OF BRIDGING SHALL BE PROVIDED AT THE FIRST BOTTOM CHORD PANELPOINT AT EACH END OF EVERY JOIST.
2.
LIGHT GAGE FRAMING, MECHANICAL, ELECTRICAL OR OTHER EQUIPMENT SHALL NOT BE SUSPENDED FROM ORATTACHED TO ANY BRIDGING.
3.
JOISTS ARE EQUALLY SPACED UNLESS OTHERWISE NOTED.4.
PAINT AS PER SPECIFICATIONS.5.
PEB PRE-ENGINEERED BUILDING
(V )
(V ) ASD 143 km/h [90 MPH]
NOT BE AIR-ENTRAINED.
MIN. I
MIN. Sp
MIN. Sn
Fy
= 300 mm^4 [0.212 IN^4]
= 134 mm³ [0.234 IN³]
= 140 mm³ [0.247 IN³]
= 229 MPA [33 KSI]
1.
2.
3.
4.
5.
ROOF DECKING.
SHALL BE AS NOTED IN THE SPECIFICATIONS.
1.
610mm [2 FEET] BELOW WORKING SUBGRADE.
6.
PROVIDE SUFFICIENT DEWATERING MEASURES TO ALLOW ALL WORK TO PROCEED IN THE DRY. MAINTAIN GROUNDWATER LEVELS AT LEAST
AND MONITOR SUPPORT MEASURES AND ADJACENT FACILITIES IN ACCORDANCE WITH THE SPECIFICATIONS.
PROVIDE EXCAVATION SUPPORT MEASURES SUFFICIENT TO PROTECT ADJACENT FACILITIES FROM DETRIMENTAL MOVEMENT. DESIGN, INSTALL,
ROOF DECKING SHALL CONFORM TO THE LATEST S.D.I. "STEEL DECK DESIGN MANUAL".
ROOF DECK SHALL BE 20 GAGE (.9mm [0.0358 INCH]) 38mm [1 1/2"] DEEP WIDE RIB WITH THE FOLLOWING PROPERTIES:
LIGHT GAGE FRAMING AND MECHANICAL, ELECTRICAL OR OTHER EQUIPMENT SHALL NOT BE SUSPENDED FROM OR ATTACHED TO ANY METAL
CONNECTIONS TO STEEL SUPPORTS SHALL BE BY FUSION TYPE WELDS AT ALL EDGES AND BY MECHANICAL FASTENERS AT SIDE LAPS.
THE SPACING OF MECHANICAL FASTENERS REQUIRED FOR SATISFACTORY ATTACHMENT OF DECK TO SUPPORTING MEMBERS
FOR ROOF OPENINGS LARGER THAN 305mm [12"], PROVIDE STRUCTURAL STEEL FRAMING ON ALL SIDES OF THE OPENING.
FOR OPENINGS LESS THAN 305mm [12"], SEE SPECIFICATIONS SECTION 053100 FOR REINFORCING DECK OPENINGS.
PLACE VAPOR BARRIER DIRECTLY UNDER SLABS OVER A MINIMUM OF 305mm [12 INCHES] OF COMPACTED PENNDOT 2A COARSE AGGREGATE.
2.
3.
4.
5. INTERIOR SLABS ON GRADE JOINTS (SAW CUT OR CONSTRUCTION) SHALL BE AS STATED IN THE SPECIFICATION SECTION 033000, CONTRACTOR
SHALL SUBMIT PLAN. FOR APPROVAL PRIOR TO CONSTRUCTION.
FOR COMPACTION. THE FILL SHOULD BE COMPACTED TO 100 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
ALL STRUCTURAL FILL SHALL BE PLACED INLIFTS NOT EXCEEDING 203mm [8"] LOOSE THICKNESS AND WITHIN TWO PERCENT OPTIMUM MOISTURE
PRIOR TO AGGREGATE, THE SUBGRADE SHOULD BE PROOFROLLED AND RECOMPACTED ON GRADE TO STABILIZE ANY AREA THAT MAY HAVE BEENDISTURBED BY CONSTRUCTION ACTIVITIES. VAPOR BARRIER SHALL BE AS STATED IN SECTION 033000.
FOUNDATION DESIGN IS BASED ON A MAXIMUM NET ALLOWABLE BEARING PRESSURE OF 86 kN/m [1.8 KSF].
FOUNDATION SUBGRADE MUST BE VERIFIED BY THE ON-SITE QUALIFIED REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER RETAINED
FOR THIS PROJECT.
CARE MUST BE TAKEN DURING EXCAVATION FOR ALL SUBGRADES TO MINIMIZE DISTURBANCE TO FOUNDATION SUBGRADES.
BOTTOM OF ALL FOUNDATIONS ARE TO BE 1244mm [49 INCHES] (MIN) BELOW FINISH GRADE ELEVATION.
7.
6.
8.
9.
F. METAL ROOF DECKING
G. FOUNDATIONS/SLABS-ON-GRADE
2
SEE SPECIFICICATIONS 053100 FOR ATTACHMENT PATTERN.
METHOD (ASTM D1557).
#6@12 #19@305
#6@32 #19@813
DESIGN JOISTS FOR A NET UPLIFT OF 1.58kN/m² [33 PSF]. ASD LOADING.6.
NOT TO SCALE
NOT TO SCALE
REINFORCEMENT SIZE ANDSPACING TO MATCH BOTTOMFOOTING REINFORCEMENT
203
[8"]
305[12"]
TOP OF FOOTING
OVERSIZE INTERIOR DIAMETER OF SLEEVE
19 [3/4"] (MIN.) BEYOND OUTSIDE DIAMETER
OF PIPE (ON ALL SIDES).
SLEEVE AND FILL CONCRETE MUST EXTEND
152 [6"] PAST FOOTING ON EACH SIDE.
2.
NOTES:
1.
UNDISTURBEDMATERIAL
25[1"] MIN
305[1'-0] MIN FILL CONCRETE
FOOTING
TOP REBAR
BOTTOMREBAR
76
[3"]
MIN
NOTE: DO NOT INTERRUPT TOP OR BOTTOM REBARS IN FOOTING WITH PIPE ENCASEMENT.
TYPICAL PIPE ENCASEMENT INFOOTING
PIPE PENETRATION
BELOW FOOTING
305
[1'-0
] M
IN
30
48
[1
0'-0
"] M
AX
30
4 [1
2"]
MIN
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
S001
GENERAL NOTES
SEPTEMBER 17, 2014
GDGKPMCP
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
STRUCTURAL
REVISIONS
NO. DATE DESCRIPTION
813 1524 81320K3 @ [5'-0"] O/C MAX
MASONRY WALL (SEE ARCH)
ROOF DECK
ROOF PLAN NOTES:
1. SEE DWG S001 FOR GENERAL NOTES.2. SEE ARCH PLAN FOR WALL DIMENSIONS.3. T/WALL IS NOTED ON ARCH PLANS4. PROVIDE ADEQUATE BRIDGING PER SJI REQUIREMENTS.5. INTERIOR MASONRY PARTITION WALLS ARE NOT SHOWN ON STRUCTURAL DWGS.
[2'-8"] [2'-8"]
4
S402
_________________________
3
S402
_________________________
BU
ILD
ING
N
OR
TH
3
S401
_________________________
1
S401
_________________________
2
S401
_________________________
MASONRY WALL (SEE ARCH)
FOUNDATION/SLAB PLAN NOTES:
1. SEE ARCH DWGS FOR DIMENSIONS AND DOOR LOCATIONS.2. NOT ALL WALLS ARE SHOWN ON STRUCTURAL DWGS. REFER TO ARCH DWGS.3. SLAB-ON-GRADE 127 mm [5 INCHES] THICK WITH #4@12 EACH WAY CENTERED IN SLAB.4. CONTROL JOINTS (SAWCUT JOINTS) ARE NOT SHOWN. SEE SPECIFICATION 033000.5. EXTERIOR MASONRY WALLS ARE TO BE REINFORCED WITH #5@32” VERTICAL. INTERIOR
MASONRY WALL (SHOWN ON PLAN) IS TO BE REINFORCED WITH #5@32. SEE DETAILS ONS401.
6. SEE DWG S001 FOR GENERAL NOTES.7. CMU WALL IS CENTERED ON FOOTING UNLESS NOTED OTHERWISE.
3
S401
_________________________
4
S401
_________________________
SLAB-ON-GRADE SEESLAB PLAN NOTE 3
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
S101
FOUNDATION & ROOFPLAN
SEPTEMBER 17, 2014
GDGKPMCP
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
STRUCTURAL
SCALE: 1/4" = 1'-0"1
ROOF PLAN
SCALE: 1/4" = 1'-0"2
FOUNDATION/SLAB PLAN
REVISIONS
NO. DATE DESCRIPTION
MASONRYWALL SEEARCH PLANS
[ 8" ]205
306[ 1'-0" ]
76
127
[ 3
" ]
[ 5
" ]
SEALANT6mm [1/4"] EXP. JT. W/ 6mm x 6mm [1/4" X1/4"]
DOWEL BARS TO MATCH MASONRY REINF
MASONRY WALL REINF. SEE FOUNDATION/SLAB PLAN NOTES
EL +0.00
VAPORBARRIER
1219[ 4'-0" ]
(MIN
)
12
44
[4'-1
"]
FINISH GRADE
305
[ 1
'-0
" ]
WALL CENTERLINE
304 [12"] PENNDOT 2ACOARSE AGGREGATE
304 [12"] PENNDOT 2ACOARSE AGGREGATE
#5@12 TOP AND BOTTOM 1
1
TOP OFCONCRETE SLAB
61
0 [2
'-0"]
305
[12
"]
#5@12
MASONRY WALL
SEE ARCH. PLANSFOR WALLTHICKNESS
305 [1'-0"] T 305 [1'-0"]
MATCH SIZE ANDSPACING OFWALL REINF.
#4@12
#5@12
MASONRY WALL REINF. SEEFOUNDATION/SLAB PLAN NOTES
CELLS CONTAINING STEEL ARE FILLED
SOLIDLY WITH GROUT. VERTICAL CELLS
SHOULD PROVIDE A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS, AND AT LEAST
2 1/2"X3" IN SIZE. PLACE GROUT IN LIFTS
NOT EXCEEDING 48 INCHES.
WHEN GROUT POUR EXCEEDS 60 INCHES IN HEIGHT, PROVIDE
CLEANOUTS IN THE BOTTOM COURSE OF MASONRY IN
EACH GROUT POUR @ EACH VERTICAL BAR. THE SIZE
OF THE CLEAN OUT OPENINGS SHALL BE OF SUFFICIENT
SIZE TO PERMIT REMOVAL OF DEBRIS. THE MIN. OPENING
DIMENSION SHALL BE 3 INCHES. REMOVE ALL MORTAR DROPPINGS AND INSPECT
VERT. REINFORCEMENT PRIOR TO PROVIDING CLOSURE TO RESIST GROUT
PRESSURE
UNLESS WALL IS FULLY GROUTED,
PLACE MORTAR ON CROSS WEBS
ADJACENT TO CELLS WHICH WILL
BE GROUTED TO PREVENT LEAKAGE
CONSOLIDATE EACH LIFT BY MECH
VIBRATION AND RECONSOLIDATE
BY MECH VIBRATION AFTER INITIAL
WATER LOSS AND SETTLEMENT HAS
OCCURRED
FOUNDATION SYSTEM OR TOP OF
WALL @ PREVIOUS GROUT POUR
VERTICAL STEEL-LAP MINIMUM OF
48 BAR DIAMETERS AT SPLICES.
WIRE TIE TYPICAL
SEE PLAN AND WALL REINFORCING DETAILS
FOR REINFORCING SIZE AND SPACING
#5@12x610 [2'-0"] LG SMOOTHDOWEL BAR W/ SLEEVE(CENTER IN SIDEWALK)
SIDEWALK (SEECIVIL DRAWINGS)
MASONRY WALL SEE ARCH PLANSSEE PLANS FOR MASONRY WALL REINF.
6 [1/4"] EXP JT W/
6X6 [1/4"x1/4"] SEALANT
[ 1'-0" ]
305
[ 8" ]203 305
[ 1'-0" ]
[ 8
" ]
203
[ 3
" ]
127
76
[ 5
" ]
DOWEL BARS TO MATCH MASONRY REINF.
SEE SECTION 1
EL +0.00
VAPORBARRIER
WALL CENTERLINE
THREE ADDITIONAL #5
REINFORCING BARS
END OF
WALL
PLAN
#6 BAR
CMU WALL
FULLY
GROUTED
CELLS (TYP)
3 C
OR
ES
GR
OU
TE
D
3 CORES
GROUTED
PLAN
THREE ADDITIONAL REINFORCING
BARS EACH SIDE OF CONTROL JOINT
PREFORMED CONTROL
JOINT MATERIALPLAN
[ 2'-6
" ]
[ 2'-6" ]762
SLAB EDGE
762#4 SLABREINFORCEMENT
MASONRY WALL
6mm [1/4"] EXP. JT.W/ 6mm X 6mm[1/4" X 1/4"] SEALANT
NOTE A:
NOTCH FOR OVERHEAD DOOR(LOCATION TO BE SET FROM DOORMANUFACTURER'S APPROVED SHOPDRAWINGS)
EL. 0.00
152
[6"]
356 [1'-2"]
203
[8"]
SEE NOTE A
406 [1'-4"]
ALTERNATE LEG
MASONRYWALL
L2 1/2X2 1/2X3/8 W/1X1/4X0'-6" LG. STEELANCHOR BAR @457[18"] C/C FULL LENGTHOF DOOR
19
[3/4
"]
25[1
"]
#5@12 610 [2'-0"] LGSMOOTH DOWEL BARW/ SLEEVE
152
[6"]
203
[8"]
SEE SECTION 1
304 [12"] PENNDOT 2ACOARSE AGGREGATE
VAPORBARRIER
305[ 1'-0" ]
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
S401
SECTION & DETAILS
SEPTEMBER 17, 2014
GDGKPMCP
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
STRUCTURAL
REVISIONS
NO. DATE DESCRIPTION
SCALE: 1/2" = 1'-0"1
SECTION AT EXTERIOR WALL (TYP)SCALE: 1" = 1'-0"
2TYPICAL THICKENED SLAB DETAIL AT INTERIOR NON-BEARING MASONRY WALLS
SCALE: 3/4" = 1'-0"6
TYPICAL REINFORCED MASONRY CONSTRUCTION DETAIL
SCALE: 1/2" = 1'-0"3
SECTION AT EXTERIOR DOOR
SCALE: 3/4" = 1'-0"7
SECTION AT INTERIOR DOOR
SCALE: 3/4" = 1'-0"8
CORNER DETAIL
SCALE: 3/4" = 1'-0"9
CONTROL JOINT DETAIL
SCALE: 3/4" = 1'-0"5
TYP SLAB REINF AT DOOR OPENING
SCALE: 1/2" = 1'-0"4
SECTION AT OVERHEAD DOOR
CL BEARING PLATEAND WALL
CONTINUOUSBOND BEAM
ROOF DECK
BEARING PL 13X280X280 [3/8X7X0'-9"]W/2-19 [3/4"] DIA X 127 [0'-5"] LGSTUDS SPA @ 127 [0'-5"] C/C (WELD TOPLATE)
JOIST -SEE PLAN
SE
AT
DE
PT
H6
4 [ 2
1/2
" ]
L6X3 1/2X5/16 (LLV) CONT W/13 [1/2"] DIA X 102 [0'-4"] LG EXPANSIONANCHORS SPA @ 610 [2'-0"] MAX C/C
MASONRY WALL,SEE ARCHDWGS
38
[1 1
/2"] 38 [1 1/2"]
ROOF DECK
NOTE:
1. OVERLAP BOND BEAM 610 [2'-0"] MIN ALONG ROOF SLOPE.
CONTINUOUSMASONRYBOND BEAM
STEEL JOIST
STEEL JOIST BRIDGINGPER SJI REQUIREMENTS
MASONRY WALL
13 [1/2"] DIAANCHOR (TYP.)
GROUTED CORE
PROVIDE 1/2" SQUARE BARAT CONCENTRATED LOAD(WELD TO JOIST)
CONCENTRATED LOADON JOIST
JOIST
114 [ 5 3/4" ]SEAT DEPTH
JOIST- SEE PLAN SEE ARCHDWGS FORCMU LOCATIONS
METAL DECK
L6X3 1/2X5/16 (LLV) CONT W/13 [1/2"] DIA X 102 [0'-4"] LG EXPANSIONANCHORS SPA @ 610 [2'-0"] MAX C/C
38
[ 1
1/2
" ]
CONTINUOUS MASONRY BOND BEAM
NOTE:OVERLAP BOND BEAM 610 [2'-0"] MIN ALONG ROOF SLOPE.
WELD PER DECKATTACHMENT REQUIREMENT
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
S402
SECTION & DETAILS
SEPTEMBER 17, 2014
GDGKPMCP
WFGE152001
FIT
NE
SS
AN
D C
E S
TO
RA
GE
FA
CIL
ITY
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B3 SUBMITTAL
STRUCTURAL
REVISIONS
NO. DATE DESCRIPTION
SCALE: 3/4" = 1'-0"1
STEEL JOIST BEARING DETAIL - LOW SIDESCALE: 3/4" = 1'-0"
3DECK EDGE DETAIL
SCALE: 3/4" = 1'-0"4
BRIDGING CONNECTION DETAIL
SCALE: 3/4" = 1'-0"5
JOIST ADDITIONAL (CONCENTRATED LOAD) BAR
SCALE: 3/4" = 1'-0"2
STEEL JOIST BEARING DETAIL - HIGH SIDESCALE: 3/4" = 1'-0"
6PERPENDICULAR TO DECK RIBS INTERIOR SHEAR WALL BRACE
SCALE:
TS
PS
FS
S
AV
TP
PIV
H
A
DAA
T
ABBREVIATIONS SYMBOLS
VALVESPIPING
PIPING COMPONENTS
PLUMBING COMPONENTS
HVAC COMPONENTS
PLAN
FIRE PROTECTION COMPONENTS TAGS
TEE
FLOW ARROW
PIPE GUIDE
PIPE ANCHOR
STEAM TRAP
STRAINER W/BLOW OFF
CONCENTRIC REDUCER
TEE, TURNED DOWN
STRAINER
GAUGE W/COCK
FLEXIBLE CONNECTOR
EXPANSION LOOP
ELBOW, TURNED DOWN
ELBOW, TURNED UP
UNION OR FLANGE
TEE, TURNED UP
AREA DRAIN
FLOW SWITCH
FLOOR DRAIN
FLOOR CLEANOUT
GAS OUTLET (TYPE)
CLEANOUT
THERMOMETER
VACUUM BREAKER
PRESSURE SWITCH
GREASE TRAP
SLEEVE
HOSE BIBB
YARD CLEANOUT
PUMP
WATER METER
GAS METER
AQUASTAT
HOSE RACK
HOSE REEL
ROOF DRAIN
NON-FREEZE WALL HYDRANT
WATER HAMMER ARRESTOR
WALL CLEANOUT
VERTICAL CLEANOUT
FLOOR DRAIN (SECTION)
CAP/PLUG
AUTOMATIC AIR VENT
GAS COCK
PRESSURE REDUCING VALVE
RELIEF VALVE (HYDRONIC USE)
MANUAL AIR VENT
TRAP PRIMER VALVEAUTOMATIC 3-WAY CONTROL VALVE
3-WAY VALVE, MANUAL
STOP COCK, PLUG VALVE
LOCK SHIELD VALVE
GLOBE VALVE
GATE VALVE
SOLENOID VALVE
AUTOMATIC 2-WAY CONTROL VALVE
SQUARE HEAD COCK
CALIBRATED BALANCING VALVE
BALL VALVE
DIAPHRAGM VALVE
CHECK VALVE
BUTTERFLY VALVE
SPRINKLER PIPINGFP
COMPRESSED AIR
NATURAL GAS
RAIN WATER CONDUCTOR
NG
RWC
PIPING ABOVE GRADE/FLOOR
PIPING BELOW GRADE/FLOOR
HOT WATER RETURN, DOMESTIC
SANITARY SEWER
CA
SAN
VENT
REFRIGERANT LIQUID
REFRIGERANT SUCTION
DOMESTIC HOT WATER
DOMESTIC COLD WATER
RS
RL
CONDENSATE DRAINCD
HEATING WATER RETURN
HEATING WATER SUPPLY
HWR
HWS
DETECTOR, (TYPE AA)
SMOKE DETECTOR
12X9
RISE (R) OR DROP (D) INDIRECTION OF AIR FLOW(ARROW INDICATESDIRECTION OF AIR FLOW)
MANUAL VOLUME DAMPER
DUCT, FIRST VALUE IS SIDE SHOWN
FIRE DAMPER
THERMOSTAT
SUPPLY DUCT TURNING UPAND DOWN
TURNED DN
TURNED DN
12X9
TURNED UP
(OR D)
AIR DIRECTION
HUMIDISTAT
DUCTWORK
R
PLAN OR DETAILREFERENCE
DIAMETER
REVISION REFERENCE
SECTION DESIGNATION;TYP
90° ELBOW WITHTURNING VANES.
PRV POWER ROOF VENTILATOR
PVC POLYVINYL CHLORIDE
RA RETURN AIR
RD ROOF DRAIN
RF RETURN FAN
RG RETURN GRILLE
RGH RADIANT GAS HEATER
RH RELATIVE HUMIDITY
REH RELIEF HOOD
RL REFRIGERANT LIQUID
RPM REVOLUTIONS PER MINUTE
RR RETURN REGISTER
RS REFRIGERANT SUCTION
RWC RAIN WATER CONDUCTOR
RWL RAIN WATER LEADER
SA SUPPLY AIR
SAN SANITARY
SCH SCHEDULE
SCR STEAM CONDENSATE RETURN
SCV STEAM CONTROL VALVE
SF SECOND FLOOR
SFU SUPPLY FIXTURE UNITS
SG SUPPLY GRILLE
SH SHOWER
SHT SHEET
SP STATIC PRESSURE
FP FIRE PROTECTION
SPEC SPECIFICATION
SR SUPPLY REGISTER
SS STAINLESS STEEL
ST SOUND TRAP
SD SMOKE DAMPER
TD TRENCH DRAIN
TEMP TEMPERATURE
TF TRANSFER FAN
TG TRANSFER GRILLE
TO TRANSFER OPENING
TP TRAP PRIMER
TRAN TRANSITION
TYP TYPICAL
UD UNDERCUT DOOR
UH UNIT HEATER
UR URINAL
V VENT
VAC VACUUM
VAV VARIABLE AIR VOLUME
VCO VERTICAL CLEANOUT
VD VOLUME DAMPER
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VTR VENT THRU ROOF
WB WET BULB
WC WATER CLOSET
WCO WALL CLEANOUT
WG WATER GAUGE
WH WATER HEATER
WPD WATER PRESSURE DROP
WSH WATER SOURCE HEAT PUMP
FOT FLAT ON TOP
FOV FUEL OIL VENT
FPM FEET PER MINUTE
FPS FEET PER SECOND
FRP FIBERGLASS REINFORCED PLASTIC
FT FEET
FTR FIN TUBE RADIATION
FV FLUSH VALVE
G GAS/GRILLE
GAL GALLONS
GBDD GRAVITY BACKDRAFT DAMPER
GC GENERAL CONTRACTOR
GEN GENERATOR OR GENERAL
GL GEAR LUBE
GPM GALLONS PER MINUTE
GR CHASIS GREASE
GRD GROUND
GUH GAS-FIRED UNIT HEATER
HB HOSE BIBB
HC HVAC CONTRACTOR
HWR HEATING WATER RETURN
HWS HEATING WATER SUPPLY
HOA HAND OFF AUTO SWITCH
HORIZ HORIZONTAL
HP HORSEPOWER
HUH HORIZONTAL UNIT HEATER
HW HOT WATER
HWHC HOT WATER HEATING COIL
HZ FREQUENCY
ID INSIDE DIAMETER
IH INTAKE HOOD
INV EL INVERT ELEVATION
IRR INDUSTRIAL RETURN REGISTER
ISR INDUSTRIAL SUPPLY REGISTER
IW INDUSTRIAL WASTE
KW KILOWATTS
LAT LEAVING AIR TEMPERATURE
LAV LAVATORY
LBS POUNDS
LDB LEAVING DRY BULB TEMPERATURE
LLG TANK LIQUID LEVEL GAUGE LINE
LM TANK LEAKAGE MONITORING LINE
LP LIQUID PETROLEUM
LPR LOW PRESSURE RETURN
LPS LOW PRESSURE STEAM
LRA LOCKED ROTOR AMPS
LSSD LINEAR SLOT SUPPLY DIFFUSER
LWB LEAVING WET BULB TEMPERATURE
LWT LEAVING WATER TEMPERATURE
MAU MAKE UP AIR UNIT
MAX MAXIMUM
MBH 1000 BTUH
MC MECHANICAL CONTRACTOR
MCC MOTOR CONTROL CENTER
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MO MOTOR OIL
MOD MODULATING
MPR MEDIUM PRESSURE RETURN
MPS MEDIUM PRESSURE STEAM
N/A NOT APPLICABLE
NC NORMALLY CLOSED
NG NATURAL GAS
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NPW NON-POTABLE WATER
NTS NOT TO SCALE
OA OUTSIDE AIR
OVH OVERHEAD
PC PLUMBING CONTRACTOR
PCR PUMPED CONDENSATE RETURN
PD PRESSURE DROP
PIP PRE-INSULATED PIPE
PRS PRESSURE REDUCING STATION
PRV PRESSURE REDUCING VALVE
AAV AIR ADMITTANCE VALVE
ACU AIR CONDITIONING UNIT
AD ACCESS DOOR
AF ANTI-FREEZE
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
APD AIR PRESSURE DROP
APPROX APPROXIMATE
AST ABOVE GROUND STORAGE TANK
ATC AUTOMATIC TEMPERATURE CONTROL
ATF AUTOMATIC TRANSMISSION FLUID
AUTO AUTOMATIC
AVG AVERAGE
AW ACID WASTE
BBD BOILER BLOW DOWN
BFP BACKFLOW PREVENTER
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER HOUR
CA COMPRESSED AIR
CAO COMPRESSED AIR OUTLET
CD CEILING DIFFUSER
CFM CUBIC FEET PER MINUTE
CI CAST IRON
CLG CEILING OR COOLING
CO CLEANOUT OR CARBON MONOXIDE
CONC CONCRETE
CONN CONNECTION
CONTD CONTINUED
CONTR CONTRACT
CONV CONVECTOR
CUH CABINET UNIT HEATER
CW COLD WATER
CWR CHILLED WATER RETURN
CWS CHILLED WATER SUPPLY
dB DECIBEL
DCW DOMESTIC COLD WATER
DDC DIRECT DIGITAL CONTROL
DEH DEHUMIDIFIER
DFF DIESEL FUEL FILL
DFR DIESEL FUEL RETURN
DFS DIESEL FUEL SUPPLY
DFU DRAINAGE FIXTURE UNITS
DFV DIESEL FUEL VENT
DHW DOMESTIC HOT WATER
DHWR DOMESTIC HOT WATER RETURN
DIA DIAMETER
DIP DUCTILE IRON PIPE
DL DOOR LOUVER
DN DOWN
DWG DRAWING
DX DIRECT EXPANSION
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EDB ENTERING DRY BULB TEMPERATURE
EF EXHAUST FAN
EG EXHAUST GRILLE
EL ELEVATION
ER EXHAUST REGISTER
ESP EXTERNAL STATIC PRESSURE
EUH ELECTRIC UNIT HEATER
EWB ENTERING WET BULB TEMPERATURE
EWC ELECTRIC WATER COOLER
EWT ENTERING WATER TEMPERATURE
EXIST EXISTING
FC FLEXIBLE CONNECTION
FCO FLOOR CLEANOUT
FD FIRE DAMPER OR FLOOR DRAIN
FF FIRST FLOOR
FLR FLOOR
FLTK FLASH TANK
FO FLAT OVAL
FOB FLAT ON BOTTOM
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FACILITY MANAGEMENT SYSTEM (HVAC)FMS
INDUSTRIAL EXHAUST REGISTERIER
TEMPERED WATERTW
TEMPERATURE SENSOR
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CWR
CWS
XX NUMERICAL VALUE VARIABLE
DISC DISCONNECT
SW SWITCH
HLS HIGH/LOW DUCT SPLIT
INFO INFORMATION
IN WC INCHES IN WATER COLUMN
X VARIABLE
AA ALPHANUMERICAL VALUE VARIABLE
2-POS TWO POSITION
AREA AFFECTED BY REVISION.
DRAWING NUMBER WHEREPLAN IS LOCATED
REFERENCEDRAWING NUMBER
DRAWING NUMBER WHERESECTION IS LOCATED
12X9
TURNED DN
TURNED UP
TURNED UP
OS&Y VALVE
TEMPERATURE PRESSURE FITTING (PETE'S PLUG)
SHUTOFF VALVE (BALL, GATE, OR BUTTERFLY)
CALIBRATED AUTOMATIC FLOW VALVE
PIPE PITCH DOWN HOSE FITTING
CONDENSER WATER SUPPLYCS
PUMPED STEAM CONDENSATEPSC
CONDENSER WATER RETURNCR
STEAM CONDENSATE (GRAVITY FLOW)SC
ECCENTRIC REDUCER
STEAM SAFETY VALVE
DESIGNATION
VD
TRIPLE DUTY VALVE
ET EXPANSION TANK
TEMPERED WATERTW
HPS HIGH PRESSURE STEAM
TAMPER DETECTOR/SWITCH VALVE
UPRIGHT SPRINKLER
PENDENT SPRINKLER
SIDEWALL SPRINKLER
POST-INDICATOR VALVE
HIGH TEMPERATURE SPRINKLER
FIRE DEPARTMENT CONNECTION
ANGLE HOSE VALVE
HOSE END VALVE
BACKFLOW PREVENTER(REDUCED PRESSURE ZONE)
VCO
DB DRY BULB
CR CEILING RETURN
HVAC HEATING, VENTILATING & AIR CONDITIONING
(S) SECONDARY
SRWL SECONDARY RAIN WATER LEADER
SRWC SECONDARY RAIN WATER CONDUCTOR
LPC LOW PRESSURE CONDENSATE
HPC HIGH PRESSURE CONDENSATE
LOW PRESSURE STEAMLPS
MEDIUM PRESSURE STEAMMPS
HIGH PRESSURE STEAMHPS
BDD BACKDRAFT DAMPER
PSC PUMPED STEAM CONDENSATE
SECONDARY RAIN WATER CONDUCTORSRWC
STEAMSTM
UNIT TAG305X508[12X20]
SIZE IN MILLIMETERS
SIZE IN INCHES
50 [2"]
PIPE SIZE IN MILLIMETERS
PIPE SIZE IN INCHES
EQUIPMENT TAGS
BACKFLOW PREVENTER(DOUBLE CHECK)
ABV ABOVE
AHU-1
TITLE
RETURN DUCTTURNING UP ANDDOWN
DOUBLE LINEDRAWING
REPRESENTATION
X
HX
X
HX
X
HX
EXHAUST DUCTTURNING UP ANDDOWN
DUCT CONNECTEDTO THE TOP OFANOTHER DUCT
HB
YCO
G
W
WCO
NFWH
CO
FCO
FD-
AD
GT
V
X
1
1/8"=1'-0"HT
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
M001
SYMBOLS ANDABBREVIATIONS
SEPTEMBER 17, 2014
PWHTLBTLB
WFGE152001
FIT
NE
SS
CE
NT
ER
& C
E S
TO
RA
GE
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
MECHANICAL
REVISIONS
NO. DATE DESCRIPTION
GUH-1
GUH-2
HP-2
HP-1
CU-2
CU-13/4" CD DN ANDOUT THRU WALL
RS AND RL
RS AND RL
105 [4"} OA AND VENT TOCONCENTRIC VENT THRU ROOF
105 [4"] OA AND VENT TOCONCENTRIC VENT THRU ROOF
2'-0" x 2'-0"OA INTAKE
2'-0" x 2'-0"EA LOUVER
1" LP FROM PROPANE TANK;REFER TO SITE PLAN FOR CONT
EF-1
102 MM Ø[4" Ø]
102 MM Ø[4" Ø]
IH-1
(ON ROOF)
VD
VD
T TO HP-2
T TO HP-1
T TO EF-1
OA INTAKE TOHEAT PUMP UNITS
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
M101
HVAC PLAN
SEPTEMBER 17, 2014
PWHTLBTLB
WFGE152001
FIT
NE
SS
CE
NT
ER
& C
E S
TO
RA
GE
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
MECHANICAL
REVISIONS
NO. DATE DESCRIPTION
SCALE: 1/4" = 1'-0"1
HVAC PLAN
SCALE: SCALE: SCALE:SCALE: SCALE:
SCALE:SCALE:SCALE:SCALE:
NONE NONE NONENONE NONE
NONENONENONENONE
MOTOR OPERATEDDAMPER
ROOF CURB
BIRD SCREEN
INTAKE HOOD
ROOF
FASTEN TO CURB USINGSTAINLESS STEELHARDWARE
ROOF CURB SUITABLE FOR ROOF TYPE WHERE INSTALLED.NOTE:
14" MIN TOLOW POINT
500 GALLON WATERVOLUME PROPANE
TANK
NOTES:
1. REFER TO CIVIL DRAWINGS FOR TANK LOCATION.
OPEN DRAIN
1"
CLEAN OUT
PITCH DOWNTOWARD DRAIN
DRAIN IS TO BE THE SAME SIZE ASNIPPLE ON DRAIN PAN UNLESS
NOTED OTHERWISE
DRAIN PAN
DRAW THRU
BLOW THRU
2" PLUS X
1" MINIMUM
X
2X
UNIT TYPE A B
WHERE X = STATIC PRESSURE IN THE DRAINPAN
A
B
VENT
CONDENSATE DRAIN PIPING DOWNCONCEALED IN WALL
EXTEND PIPING 2 INCHESFROM WALL
8 INCHESABOVE GRADE
EXTERIOR WALL
EXTERIOR FACE OFWALL
CAULKING ALL AROUND
METAL WALLSLEEVE
ANGLE BRACE SECUREDTO WALL ON ALL SIDES
FAN INTLETGUARD
ANCHOR SECURELY TOTHE WALL
BACKDRAFT DAMPER
STAINLESS STEELFASTENERS; TYP
LOUVER WITH BIRDSCREEN
DIRT LEG
ROOF STRUCTURE
EQUIPMENT MOUNTEDINSIDE SPACE
LP
PROPANE PIPING; TYP
GAS VALVE; TYP
UNION
UNIT HEATER
UNIT HANGERS;REFER TO NOTE 1
NOTES:
1. UNIT HUNG FROM STRUCTURE OR CANTILEVER FROM WALL.
CONCENTRICVENT SYSTEM
REFER TO COMBUSTION VENTDETAIL ON THIS SHEET
VIBRATIONISOLATOR; TYP
CAULKING ALLAROUND
BIRD SCREEN
MOTOR OPERATOR
DAMPER
METAL WALL SLEEVE
STAINLESS STEELFASTENERS; TYP
SILL CAP
LOUVER
CONCENTRICVENT SYSTEM
DRAWBAND; TYP
SUPPORT VENT FROMSTRUCTURE
MAINTAIN REQUIREDCLEARANCE TOCOMBUSTIBLES
ROOF BOOT ANDFLASHING
EXTEND VENT TO A MINIMUM OF 2 FEET ABOVE THE ROOF.
NOTE:
TANK CONNECTION WITH VALVE ANDFIRST STAGE REGULATOR
PROPANE SUPPLY TO BUILDINGSUNDERGROUND; 18 INCHES MINIMUMCOVER
CONCRETE PAD
PROPANE TANKS
FUEL GASCONNECTION TO EQUIPMENT DETAIL
SEPARATED COMBUSTIONGAS FIRED UNIT HEATER DETAIL
WALL MOUNTEDINTAKE DETAILCONDENSATE TRAP DETAIL COMBUSTION VENT DETAIL
WALL MOUNTEDEXHAUST FAN DETAILPROPANE TANK DETAILINTAKE HOOD DETAILCONDENSATE DRAIN DETAIL
A
M501
B
M501
D
M501
C
M501
E
M501
F
M501
G
M501
H
M501
I
M501
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
M501
SCHEDULES AND DETAILS
SEPTEMBER 17, 2014
PWHTLBTLB
WFGE152001
FIT
NE
SS
CE
NT
ER
& C
E S
TO
RA
GE
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
MECHANICAL
REVISIONS
NO. DATE DESCRIPTION
HEAT PUMP SCHEDULE
TAG
AIRFLOW
AIRFLOW OUTSIDE AIRFLOW
COOLINGCAPACITY
COOLINGCAPACITY
HEATINGCAPACITY
HEATINGCAPACITY ELEC COIL
(kW)
ELETRICAL
ELETRICAL
ELETRICAL
MANUFACTURERMODEL
NUMBER COMMENTS(CFM) (LPS) (CFM) (LPS) (MBH) (kW) (MBH) (kW) VOLTS PHASE HERTZ
HP-1 590 278 50 24 17.5 5.1 16.4 4.8 1.5 220 1 60 AIREDALE CSH18
HP-2 590 278 50 24 17.5 5.1 16.4 4.8 1.5 220 1 60 AIREDALE CSH18
CONDENSING UNIT SCHEDULE
TAG
NOMINAL CAPACITY ELETRICAL
MANUFACTURERMODEL
NUMBER COMMENTS(MBH) (kW) VOLTS PHASE HERTZ
CU-1 18 5.3 220 1 60 AIREDALE YHJD18 3/4" RS AND 3/8" RL
CU-2 18 5.3 220 1 60 AIREDALE YHJD18 3/4" RS AND 3/8" RL
GAS FIRED UNIT HEATER SCHEDULE
TAG
AIRFLOW HEATING CAPACITY ELETRICAL
MANUFACTURERMODEL
NUMBER(CFM) (LPS)
INPUT OUTPUT
VOLTS PHASE HERTZ(MBH) (kW) (MBH) (kW)
GUH-1 769 363 60000 17584.3 49800 14594.9 120 1 60 REZNOR UDAS60
GUH-2 769 363 60000 17584.3 49800 14594.9 120 1 60 REZNOR UDAS60
FAN SCHEDULE
TAG
AIRFLOW ESP FAN POWER
FAN RPM
ELECTRICAL
MANUFACTURERMODEL
NUMBER(CFM) (LPS) (IN WC) (PA) (HP) (kW) VOLTS PHASE HERTZ
EF-1 1000 472 0.25 62 0.13 0.17 1521 120 1 60 GREENHECK SE-12
INTAKE HOOD SCHEDULE
MARKMANUFACTUR
ER MODEL
IH-1 GREENHECK PR-12
BFP
WATER SERVICE; REFER TO FIRESUPPRESSION AND CIVIL PLANS
3/4" DOMESTIC WATER SERVICEAND BACKFLOW PREVENTER
NFWH NFWH
NFWH NFWH
3/4" DCW
3/4" DCW
3/4" DCW
3/4" DCW
3/4" DCW
3/4" DCW DN TO NON-FREEZEWALL HYDRANT; TYP OF 4
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
P101
PLUMBING PLAN
SEPTEMBER 17, 2014
PWHTLBTLB
WFGE152001
FIT
NE
SS
CE
NT
ER
& C
E S
TO
RA
GE
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
MECHANICAL
REVISIONS
NO. DATE DESCRIPTION
SCALE: 1/4" = 1'-0"1
PLUMBING PLAN
EXTRA HAZARDGROUP 1 AREA
LIGHT HAZARDAREA
FIRE SUPPRESSION SYSTEMWATER SERVICE, BACKFLOWPREVENTER AND ALARM RISER
WET-PIPE ALARMVALVE & TRIM
TO WET-PIPE SPRINKLERSYSTEM AREAS
FIRE DEPARTMENTCONNECTION
50 [2"] DRAIN TOOUTSIDE
PRESSUREDETECTOR SWITCH
ALARM BELL
WATER SUPPLY
DOUBLE CHECKBACKFLOW
PREVENTOR
VALVE WITH TAMPERSWITCH, TYP
610 [24"]
WET-PIPE SYSTEMRISER
DRIP CHECKVALVE
NOTES:
1. COORDINATE REQUIREMENTS FOR FIRE DEPARTMENT CONNECTION WITH THE AUTHORITY HAVING JURISDICTION.
FLOOR LINE
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUECAMP HILL, PA 17011
FP101
FIRE SUPPRESSION PLAN,NOTES, AND DETAILS
SEPTEMBER 17, 2014
PWHTLBTLB
WFGE152001
FIT
NE
SS
CE
NT
ER
& C
E S
TO
RA
GE
PE
NN
SY
LV
AN
IA A
IR N
AT
ION
AL G
UA
RD
112th
AO
S, S
TA
TE
CO
LLE
GE
AG
S, S
TA
TE
CO
LLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
MECHANICAL
REVISIONS
NO. DATE DESCRIPTION
SCALE: 1/8" = 1'-0"1
FIRE SUPPRESSION
FIRE SUPPRESSION NOTES
1 FURNISH AND INSTALL A COMPLETE WET-PIPE AUTOMATIC SPRINKLERSYSTEM AS INDICATED, AND IN ACCORDANCE WITH ALL APPLICABLENFPA STANDARDS.
2 FURNISH AND INSTALL A COMPLETE DOUBLE INTERLOCK SPRINKLERSYSTEM AS INDICATED, AND IN ACCORDANCE WITH ALL APPLICABLENFPA STANDARDS.
3 CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THESITE.
4 ALL COMPONENTS OF THE FIRE PROTECTION SYSTEM TO CONFORM TOTHE LATEST EDITION OF NFPA 13.
5 INSTALL AUTOMATIC SPRINKLER SYSTEMS TO SATISFY DESIGN CRITERIAALL APPLICABLE NFPA REQUIREMENTS AND JOB CONDITIONS.
6 AUTOMATIC SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNEDAS FOLLOWS:
7 A DENSITY OF 0.10 GPM PER SQUARE FOOT OVER ANY, INCLUDING THEMOST REMOTE, 1500 SQUARE FOOT AREA WITH SPACING NOT TOEXCEED 225 SQUARE FEET PER SPRINKLER THROUGHOUT ALL LOBBY,OFFICE AREAS, TOILETS, CORRIDORS, CLASSROOMS AND OTHER LIGHTHAZARD OCCUPANCIES.
8 A DENSITY OF 0.15 GPM PER SQUARE FOOT OVER ANY, INCLUDING THEMOST REMOTE, 1500 SQUARE FOOT AREA WITH SPACING NOT TOEXCEED 130 SQUARE FEET PER SPRINKLER THROUGHOUT ALL STORAGEROOMS, MAINTENANCE ROOMS, UTILITY ROOMS AND OTHER ORDINARYHAZARD OCCUPANCIES.
9 FIRE HYDRANT FLOW TEST DATA:
10 STATIC PRESSURE: 621 kPA [90 PSIG]
11 RESIDUAL PRESSURE: 414 kPA [60 PSIG]
12 FLOW: 74.6 LPS [1,182 GPM]
14 AUTOMATIC SPRINKLERS, PIPING AND EQUIPMENT INDICATED ON THEDRAWINGS ARE SCHEMATIC AND SHOWN FOR COORDINATIONPURPOSES ONLY. INFORMATION SHOWN ON THE DRAWINGS DOES NOTCONSTITUTE ALL COMPONENTS OF A COMPLETE AUTOMATIC SPRINKLERSYSTEM. PROVIDE COMPLETE SPRINKLER COVERAGE THROUGHOUT THEBUILDING INCLUDING ALL NECESSARY EQUIPMENT, PIPING ANDFITTINGS.
15 FURNISH AND INSTALL ALL NECESSARY SPRINKLER DRAINS, AUXILIARYDRAINS, BALL DRIPS, DRAIN VALVES, ETC. FOR A COMPLETE FIREPROTECTION SYSTEM.
16 FURNISH AND INSTALL TAMPER SWITCHES ON ALL CONTROL VALVES.COORDINATE REQUIREMENTS WITH ELECTRICAL CONTRACTOR.
17 FURNISH AND INSTALL INSPECTOR'S TEST CONNECTION AND DRAIN.
18 WHERE DIFFUSERS OR OTHER ELEMENTS OCCUR ADJACENT TOSPRINKLER HEADS. LOCATE SPRINKLER HEADS IN GYPSUM BOARD ORSIMILAR CEILINGS IN LINE WITH OTHER ELEMENTS (CEILING DIFFUSERS,SPEAKERS, ETC.) AND IN A SYMMETRICAL PATTERN.
19 PROVIDE AND INSTALL ALL WIRING AND CONDUIT REQUIRED FOR ACOMPLETE FIRE SUPPRESSION SYSTEM.
20 COORDINATE WORK WITH STRUCTURAL AND ARCHITECTURAL FEATURESAND PROVIDE OFFSETS AND FITTINGS AS REQUIRED.
21 ROUTE PIPING CONCEALED ABOVE CEILINGS IN ROOMS WHERE CEILINGSARE USED.
22 COORDINATE AND PROVIDE OUTPUT FROM FIRE SUPPRESSION SYSTEMTO THE FIRE ALARM SYSTEM FOR TAMPER SWITCHES SYSTEMDISCHARGE, AND SYSTEM TROUBLE.
23 REMOVE, STORE AND REINSTALL CEILING TILE AS NEEDED TO COMPLETETHE WORK. REPLACE TILE DAMAGED DURING THE PROCESS.
24 PAINT EXPOSED SPRINKLER PIPING RED.
25 SPRINKLER HEADS EXPOSED FROM THE CEILING ARE TO HAVE ACONSISTENT ELEVATION WITHIN A 1/4-INCH TOLERANCE
SCALE: 12" = 1'-0"2
WET PIPE FIRE SUPPRESSION SYSTEM RISER DETAIL
E001
SYMBOLS,
ABBREVIATIONS, AND
GENERAL NOTES
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUE
CAMP HILL, PA 17011
JULY 16, 2014
WFGE152001
FIT
NE
SS
A
ND
C
E S
TO
RA
GE
F
AC
ILIT
Y
PE
NN
SY
LV
AN
IA
A
IR
N
AT
IO
NA
L G
UA
RD
112th A
OS
, S
TA
TE
C
OLLE
GE
A
GS
, S
TA
TE
C
OLLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
REVISIONS
NO. DATE DESCRIPTION
BAS
DENOTES MOUNTED 6" ABOVE COUNTER TOP
CENTERED BEHIND TELEVISION (COORDINATE WITH MOUNTING BRACKET)
SINGLE RECEPTACLE
DENOTES SPECIFIC DEVICE REQUIREMENTS-SEE
ABBREVIATIONS
DENOTES HEIGHT MOUNTED AFF
DUPLEX RECEPTACLE, 20 AMP RATED
DUPLEX RECEPTACLE, 20 AMP RATED, INCLUDED IN OPTION NO. 2
DUPLEX CEILING MOUNTED RECEPTACLE, 20 AMP RATED
QUADRUPLEX RECEPTACLE
DUPLEX RECEPTACLE DEDICATED FOR EMERGENCY/STANDBY
POWER
SPECIAL PURPOSE RECEPTACLE (AMPACITY AS NOTED)
FLOOR BOX, REFER TO FLOOR PLANS FOR DEVICES.
PLUGMOLD DEVICE; LENGTH AND QUANTITY OF RECEPTACLES
AS NOTED
DEVICE BOX
JUNCTION BOX
NON FUSED DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
MOTOR STARTER
COMBINATION MOTOR STARTER
CONTACTOR
TIME CLOCK SWITCH CONTROL
TIME SWITCH
MANUAL MOTOR STARTER SWITCH WITHOUT OVERLOADS
MANUAL MOTOR STARTER SWITCH WITH THERMAL OVERLOADS
MANUAL MOTOR STARTER SWITCH WITHOUT OVERLOADS WITH
PILOT LIGHT
PUSHBUTTON STATION TYPE AS NOTED
MUSHROOM SWITCH
MOTOR (HORSEPOWER INDICATED ON PLANS)
TRANSFORMER
GENERATOR
MOTOR OPERATED DAMPER
THERMOSTAT
UNINTERRUPTIBLE POWER SUPPLY
TRANSIENT VOLTAGE SURGE SUPPRESSION
UNIT HEATER
CEILING SPEAKER
WALL MOUNTED SPEAKER
WALL MOUNTED DOUBLE SPEAKER
POLE MOUNTED SPEAKER
POLE MOUNTED DOUBLE SPEAKER
SIPRNET DATA OUTLET (4 CAT 6 JACKS)
DATA/VOICE OUTLET (2 CAT 6 JACKS)
TELEPHONE TERMINAL CABINET
DESKTOP HANDSET
WALL MOUNTED HANDSET
MANUAL VOLUME CONTROLLER, MTD AT HEIGHT OF LIGHT SWITCHES
PROJECTOR BRACKET FOR CFCI PROJECTOR
PANELBOARD-208/120V, 3-PHASE
PANELBOARD-480/277V, 3-PHASE
PANELBOARD-120/240V
EQUIPMENT IDENTIFICATION
SECTION IDENTIFICATION
SECTION NOMENCLATURE
SHEET NUMBER ON WHICH SECTION IS SHOWN
DETAIL IDENTIFICATION
DETAIL NOMENCLATURE
SHEET NUMBER ON WHICH DETAIL IS SHOWN
COMMUNICATION
ELECTRIC
ELECTRIC SERVICE/DUCTBANK-UNDERGROUND
TELEPHONE
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
GROUNDING
UTILITY POLE
HANDHOLE
MANHOLE
PROJECTOR BRACKET
E5
2
CONDUIT - EXPOSED
CONDUIT - CONCEALED IN WALL OR CEILING
CONDUIT - EMBEDDED IN FLOOR OR EARTH
CONDUIT TURNED
CONDUIT TURNED UP
CONDUIT TURNED DOWN
CONDUIT CAPPED
IN-LINE HOME RUN
CIRCUIT NUMBER
CIRCUIT HOME RUN
CONDUIT FEEDER IDENTIFICATION
(SEE FEEDER LEGEND ON DRAWING)
CONDUIT FEEDER IDENTIFICATION
TYPICAL FEEDER WITH NO SIZE IDENTIFICATION....
BY DEFAULT; (2)#12, (1)#12 GRD-3/4"
CONDUIT FOR SINGLE PHASE CIRCUITS.
-OR-
BY DEFAULT; (3)#12, (1)#12 GRD-3/4"
CONDUIT FOR THREE PHASE CIRCUITS.
ALL OTHER FEEDERS WILL BE INDENTIFIED.
2
(3)#8, (1)#10 GRD-1"C.
6.
5.
4.
3.
1.
2.
KV
KVA
KW
K-KEY
LA
LC
LHH
LTG
MCC
MLO
MOA
MOD
MS
MTD
MTS
MV
N/A
NC
NO
No
PMT
PNL
PT
PVC
RECP
RGS
RVAT
RVSS
SC
SW
SWBD
TC
TTB
TTC
TVSS
TYP
UL
UH
UON
UPS
V
VS
W
WP
XFMR
1-PH
3-PH
A or AMP
AC
AFC
AFF
AFG
AHU
AIC
AS
ATS
AUTO
AWG
BCE
BFC
BLDG
C
CFCI
CP
CPT
DB
DISC
DIV
DS
DVC
EC
EMT
EF
EP
ECH
ETBR
ETR
EUH
FAAP
FACP
F/T
FU
FRE
GFCI
GFGI
GFI
GRD
HID
HP
HPS
HVAC
IG
IND
JIC
KILOVOLT
KILOVOLT AMPERE
KILOWATT
KIRK-KEY INTERLOCK
LIGHTNING ARRESTOR
LIGHTING CONTACTOR
LIGHTING HANDHOLE
LIGHTING
MOTOR CONTROL CENTER
MAIN LUG ONLY
MULTI-OUTLET ASSEMBLY
MOTOR OPERATED DAMPER
MOTOR STARTER
MOUNTED
MANUAL TRANSFER SWITCH
MEDIUM VOLTAGE
NOT APPLICABLE
NORMALLY CLOSED
NORMALLY OPEN
NUMBER
PAD MOUNTED TRANSFORMER
PANEL
POTENTIAL TRANSFORMER
POLYVINYL CHLORIDE (CONDUIT)
RECEPTACLES
RIGID GALVANIZED STEEL (CONDUIT)
REDUCED VOLTAGE AUTOTRANSFORMER
REDUCED VOLTAGE SOLID STATE
SURGE CAPACITOR
SWITCH
SWITCHBOARD
CABLE TRAY-CABLE
TELEPHONE TERMINAL BOARD
TELEPHONE TERMINAL CABINET
TRANSIENT VOLTAGE SURGE SUPPRESSION
TYPICAL
UNDERWRITER LABORATORIES
UNIT HEATER
UNLESS OTHERWISE NOTED
UNINTERRUPTIBLE POWER SUPPLY
VOLT
VOLTMETER SELECTOR SWITCH
WIRE
WEATHERPROOF
TRANSFORMER
SINGLE PHASE
THREE PHASE
AMPERE
ALTERNATING CURRENT
ABOVE FINISHED CEILING
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AIR HANDLING UNIT
AMPERE INTERRUPTING CAPACITY
AMMETER SELECTOR SWITCH
AUTO TRANSFER SWITCH
AUTOMATIC
AMERICAN WIRE GAUGE
BASE CIVIL ENGINEER
BELOW FINISHED CEILING
BUILDING
CONDUIT
CONTRACTOR FURNISHED, CONTRACTOR INSTALLED
CONTROL PANEL
CONTROL POWER TRANSFORMER
DEVICE BOX, SINGLE GANG, UON
DISCONNECT
DIVISION
DISCONNECT SWITCH
DIGITAL VIDEO CONTROLLER
ELECTRICAL CONTRACTOR
ELECTRICAL METALLIC TUBING (CONDUIT)
EXHAUST FAN
EXPLOSION PROOF
ELECTRIC CABINET HEATER
EXISTING TO BE REMOVED
EXISTING TO REMAIN
ELECTRIC UNIT HEATER
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM CONTROL PANEL
FEED THROUGH
FUSE
FIBERGLASS REINFORCED EPOXY
GOVERNMENT FURNISHED, CONTRACTOR INSTALLED
GOVERNMENT FURNISHED, GOVERNMENT INSTALLED
GROUND FAULT INTERRUPTER
GROUND
HIGH INTENSITY DISCHARGE
HORSEPOWER
HIGH PRESSURE SODIUM
HEAT-VENT-AIR CONDITIONING
ISOLATED GROUND
INDUSTRIAL
JOINT INDUSTRIAL COUNCIL
D
TTC
SS
SS
S
S
S
TS
C
GFI
WP
P
B
T
MOD
TVSS
UPS
F
10
JUNCTION BOX INDICATION; ON POWER AND LIGHTING
JUNCTION BOX SIZED IN ACCORDANCE WITH NATIONAL
ELECTRICAL CODE
CONDUIT FEEDERS (TYP)
C
E
E
T
OHE
OHT
G
HH-x
MH-x
LIGHTING:
GENERAL POWER:
EMERGENCY LIGHTING:
PANELBOARDS:
COMMUNICATIONS:
CONDUIT FEEDERS & BRANCH CIRCUITS:
ABBREVIATIONS:
MISCELLANEOUS:
GENERAL NOTES:
THIS DRAWING REFLECTS A GANFLEC ARCHITECTS AND ENGINEERS STANDARD
SYMBOL AND ABBREVIATIONS DRAWING. SYMBOLS AND ABBREVIATIONS ON
THIS DRAWING MAY OR MAY NOT REFLECT EVERY CONDITION OF THIS PROJECT.
A,c, LP-1
FIRE ALARM CONTROL PANEL
MANUAL PULL STATION
CARBON MONOXIDE DETECTOR
COMBINATION SMOKE / HEAT DETECTOR
HEAT DETECTOR
DUCT DETECTOR
FIRE ALARM STROBE
INDICATES NUMBER OF CANDELAS
AUDIBLE/VISUAL ALARM HORN
INDICATES NUMBER OF CANDELAS
(SEE RISER DIAGRAM OR SPECIFICATIONS TO SPECIFY
FLUSH OR SURFACE MOUNTED EQUIPMENT)
FACP
F
FIRE ALARM SYSTEM:
75
F
F
75
D
FB
S
EMERGENCY BATTERY PACK WITH TWO HEADS
REPRESENTS RETRACTED RECESSED
REMOTE HEAD FOR EMERGENCY BATTERY PACK
R
T
DB
PB
V
7.
9.
VC
PB
CO
10.
DATA/VOICE OUTLET (4 CAT 6 JACKS)
8.
C
DENOTES MOUNTED 6" ABOVE COUNTER TOP
- IN BLUE CONDUIT WHEN IN WALL.
- IN BLUE CONDUIT FROM WALL TO ABOVE ACCESSIBLE CEILING.
RISER CONDUIT TO SWEEP TO HORIZONTAL CONDUIT LENGTH AFTER SWEEP SHALL BE MINIMUM OF 12".
- SUPPORTED BY J-HOOKS BETWEEN CONDUIT SWEEP. EXPOSED CABLE SHALL BE RUN PERPENDICULAR OR PARALLEL
TO CEILING GRIDS.
PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMERS, CONTROL PANELS, AND SIMLAR ELECTRICAL EQUIPMENT SHALL NOT BE
LOCATED UNDERNEATH, OR WITHIN 914MM [36"] LATERALLY OF, ANY WATER PIPING. THE CONTRACTOR SHALL COORDINATE THE EXACT
LOCATIONS OF EQUIPMENT, DUCTS, PIPING, ETC. BETWEEN ALL TRADES TO ENSURE COMPLIANCE WITH NATIONAL ELECTRICAL CODE
ARTICLE 110.
1. FOR 20AMP, BRANCH CIRCUITS WITH CIRCUIT LENGTH GREATER THAN 75 FEET SHALL BE (2)#10, (1)#10 GRD IN 3/4" C.
BRANCH CIRCUITS WITH CIRCUIT LENGTH GREATER THAN 125 FEET SHALL BE (2)#8, (1)#8 GRD IN 3/4" C. BRANCH CIRCUITS
WITH CIRCUIT LENGTH GREATER THAN 200 FEET SHALL BE (2)#6, (1)#6 GRD IN 3/4" C. BRANCH CIRCUITS WITH CIRCUIT
LENGTH GREATER THAN 250 FEET SHALL BE (2)#4, (1)#4 GRD IN 1" C. SHORT TAPS OFF THE MAIN RUN TO INDIVIDUAL
OUTLETS SHALL BE PERMITTED TO BE #12 AWG.
2. FOR 25 AND 30AMP, BRANCH CIRCUITS SHALL BE (2)#10, (1)#10 GRD IN 3/4" C. BRANCH CIRCUITS WITH CIRCUIT LENGTH
GREATER THAN 125 FEET SHALL BE (2)#8, (1)#8 GRD IN 3/4" C. BRANCH CIRCUITS WITH CIRCUIT LENGTH GREATER THAN
200 FEET SHALL BE (2)#6, (1)#6 GRD IN 3/4" C. BRANCH CIRCUITS WITH CIRCUIT LENGTH GREATER THAN 250 FEET SHALL BE
(2)#4, (1)#4 GRD IN 1" C.
3. WHEN THE REQUIRED WIRE SIZE IS LARGER THAN THE BRANCH CIRCUIT BREAKER OR EQUIPMENT TERMINATION
PROVISION, CONTRACTOR SHALL PROVIDE A SPLICE TO A SMALLER WIRE TO MAKE THE TERMINATION. SUCH SPLICE
SHALL BE MADE IN ACCORDANCE WITH THE NEC AND LOCATED AS NEAR AS PRACTICABLE TO THE TERMINATION.
WIRE SIZE FOR 120 AND 208
SINGLE PHASE VOLT
BRANCH CIRCUITS:
T
PROJECTOR OUTLET, MOUNTED AT HEIGHT OF
RECEPTACLE [(1) RJ45/CAT 6, (1) 15-PIN VGA, (1)
USB & (1) HDMI JACK]
COAX TV CABLE CONNECTION
18"
SCREEN DEVICE BOX MOUNTED 48" AFFSDB
DENOTES MOUNTING HEIGHT AT CENTER OF BOX AFF
48
SAB SAB
G
G GG
G
FW
FW
FW
TT
TT
TT
T
UP
UP
REF.REF.REF.
STORAGE
100
FITNESS
CENTER
101
METAL DOWNSPOUT
W/ CONC
SPLASHBLOCK, TYP
E100
SITE PLAN
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUE
CAMP HILL, PA 17011
JULY 16, 2014
WFGE152001
FIT
NE
SS
A
ND
C
E S
TO
RA
GE
F
AC
ILIT
Y
PE
NN
SY
LV
AN
IA
A
IR
N
AT
IO
NA
L G
UA
RD
112th A
OS
, S
TA
TE
C
OLLE
GE
A
GS
, S
TA
TE
C
OLLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
REVISIONS
NO. DATE DESCRIPTION
BAS
SITE PLAN
SHEET KEYNOTES:
PROVIDE NEW 3-POLE, 80AMP BREAKER IN PANEL "PP4". MATCH
EXISTING MANUFACTURER IN TYPE, STYLE AND AIC RATING.
INSTALL (2) 2" CONDUITS WITH PULL CORDS TO EXTERIOR WALL FROM
EXISTING CABLE TRAY FOR TELEPHONE AND FIBER OPTIC CABLE. ROUTE
CONDUITS ALONG CEILING.
EXTEND FIRE ALARM CIRCUIT TO INCLUDE NEW ADDRESSABLE DEVICES
IN NEW BUILDING. PROVIDE 1"C TO EXTERIOR WALL AND CONTINUE TO
NEW FACILITY VIA DUCT BANK. ROUTE CONDUIT ALONG CEILING.
REFER TO DUCT BANK CROSS SECTION AND CONCRETE ENCASEMENT
DETAILS THIS SHEET.
PROVIDE 2"C TO EXTERIOR WALL FOR POWER TO NEW FACILITY. ROUTE
CONDUIT ALONG CEILING. CONTINUE CONDUIT TO NEW FACILITY VIA
DUCT BANK.
PROVIDE DEMARC/JUNCTION BOX FOR VOICE/ DATA TO NEW FACILITY.
COORDINATE WITH GOVERNMENT FOR SIZING REQUIREMENTS. ALL
VOICE/DATA CABLING TO BE INSTALLED BY GOVERNMENT.
1
2
3
4
DUCT BANK CROSS SECTION LAYOUT
4
2
ROOM 108
EXISTING CABLE TRAY
3
1
5
5
6
6
BACKFILL
(TYP.)
WARNING TAPE
SCHEDULE 40 PVC CONDUIT (TYP.)
7"
8"
7"
8" 7"
MIN.
7"
30"
FINISHED GRADE
CLEAN
#3 FRAME TIE (SPACED AT 4'-0")
#3 BAR
2.5"
TYPICAL CONCRETE
ENCASED CONDUIT
NO SCALE:
DETAIL
A
REINFORCED CONCRETE ENCASEMENT
DYED RED IN COLOR FOR POWER
CONDUITS IN ACCORDANCE WITH
SPECIFICATION SECTION 03 30 00.
NOTES: 1. PROVIDE QUANTITY OF CONDUITS IN DUCTBANK
AS INDICATED BELOW.
2. PROVIDE CONCRETE ENCASEMENT AND REBAR REINFORCEMENT
ALONG ENTIRE LENGTH OF ELECTRIC AND COMMUNICATION DUCTBANKS.
3. REFER TO SPECIFICATION 31 71 19 FOR SPACING.
E101
LIGHTING AND POWER
PLANS
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUE
CAMP HILL, PA 17011
JULY 16, 2014
WFGE152001
FIT
NE
SS
A
ND
C
E S
TO
RA
GE
F
AC
ILIT
Y
PE
NN
SY
LV
AN
IA
A
IR
N
AT
IO
NA
L G
UA
RD
112th A
OS
, S
TA
TE
C
OLLE
GE
A
GS
, S
TA
TE
C
OLLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
REVISIONS
NO. DATE DESCRIPTION
BAS
LIGHTING FLOOR PLAN
POWER FLOOR PLAN
SHEET GENERAL NOTES:
1. ALL EXIT SIGNS SHALL BE CONNECTED TO INDICATED CIRCUIT PRIOR TO LOCAL SWITCHING.
2. EXTERIOR LIGHTS TO BE CONTROL BY PHOTOCELL.
3. REFER TO PANEL SCHEDULE FOR CONDUIT AND CONDUCTOR SIZES ON SHEET E501.
4. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION OF HVAC EQUIPMENT.
SHEET KEYNOTES:
NEW ELECTRICAL PANEL "LP" FED FROM PANEL "PP4" IN EXISTING
ELECTRIC ROOM. REFER TO PANEL SCHEDULE ON SHEET 501
GROUND ROD.
4' X 8' PLYWOOD TELEPHONE AND COMMUNICATIONS DEMARC LOCATION.
PROVIDE 1 HR FIRE RATED SEAL FOR ALL PENETRATIONS THROUGH
WALL SEPARATING STORAGE AND FITNESS CENTER.
1
2
3
4
Bc
LP-5
Bd
LP-5
D
LP-5
C
LP-5
Bd
LP-5
Bd
LP-5
Bc
LP-5
Bc
LP-5
Aa
LP-6
Ab
LP-6
Aa
LP-6
Aa
LP-6
Ab
LP-6
Ab
LP-6
LP-7 LP-7
LP-7
LP-7
LP-10
LP-12
LP-14LP-14
LP-16
T
LP-14
LP-8
LP-8LP-8
2
1
3
TO EXISTING FACILITY
VIA DUCT BANK
COPPER GROUND
WIRE #8
FITNESS CENTER
101
STORAGE
100 FITNESS CENTER
101
4
4
100
STORAGE
LP-15
LP-13
LP-11
E
LP-6
E
LP-5
C
LP-6
EF-1
LP-21
EF-1
LP-21
GUH-1
LP-22
GUH-2
LP-24
HP-2
LP-18
HP-1
LP-17
LP-21 VIA
THERMOSTAT
CU-1
LP-1
CU-2
LP-2
SAB SAB
60
T
M
M
48 48
E102
SPECIAL
SYSTEMS
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUE
CAMP HILL, PA 17011
JULY 16, 2014
WFGE152001
FIT
NE
SS
A
ND
C
E S
TO
RA
GE
F
AC
ILIT
Y
PE
NN
SY
LV
AN
IA
A
IR
N
AT
IO
NA
L G
UA
RD
112th A
OS
, S
TA
TE
C
OLLE
GE
A
GS
, S
TA
TE
C
OLLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
REVISIONS
NO. DATE DESCRIPTION
BAS
FIRE ALARM AND TELECOMMUNICATION FLOOR PLAN
SHEET GENERAL NOTES:
1. ALL CABLING FOR TELECOMMUNICATION (DATA/PHONE) TO BE COMPLETED BY THE
GOVERNMENT.
SHEET KEYNOTES:
EXTEND FIRE ALARM LOOP TO INCORPORATE NEW ADDRESSABLE
DEVICES.
INSTALL DATA/VOICE OUTLET BOXES WHERE INDICATED. PROVIDE EACH
DEVICE BOX WITH 1"CONDUIT WITH PULL STRINGS BACK TO DEMARC
LOCATION.
1
2
STORAGE
100 FITNESS CENTER
101
21 21
SAB SAB
E501
SCHEDULES AND
DETAILS
1 2 3 4 5 6
A
B
C
D
E
PROJECT NUMBER:
DESIGNED: MODELED: CHECKED:
DATE:
DRAWING TITLE:
DRAWING NO.:
1 2 3 4 5 6
209 SENATE AVENUE
CAMP HILL, PA 17011
JULY 16, 2014
WFGE152001
FIT
NE
SS
A
ND
C
E S
TO
RA
GE
F
AC
ILIT
Y
PE
NN
SY
LV
AN
IA
A
IR
N
AT
IO
NA
L G
UA
RD
112th A
OS
, S
TA
TE
C
OLLE
GE
A
GS
, S
TA
TE
C
OLLE
GE
, P
EN
NS
YLV
AN
IA
TYPE B2 SUBMITTAL
REVISIONS
NO. DATE DESCRIPTION
BAS
INSULATED GROUND
WIRE TO EQUIPMENT
GROUNDING POINT
18" MIN/30" MAX
3/4" x 10'-0"
[19.05mm x 3048 mm]
COPPERCLAD STEEL
GRD ROD (TYP)
FINISHED
GRADE
GROUND WIRE
1
E101
DETAIL
NO SCALE:
TO EQUIPMENT GROUND
GROUNDING ROD INSTALLATION
SAB SAB
[457.2 mm MIN/762 mm MAX]
EXOTHERMIC WELD
CONNECTION (TYP)