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

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AO

S, S

TA

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CO

LLE

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S, S

TA

TE

CO

LLE

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, P

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AN

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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A

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112th A

OS

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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

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A

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AN

IA

A

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NA

L G

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RD

112th A

OS

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TA

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A

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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)