huffman building, montana state university upd …

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE

�SU�CPDC��TAA STATE

UIVERSITY

B��E�A� ��TAA

PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A0.1

Hu

ff#

a% B

ui'

di%

g

COVER SHEET

2018-04-11

111 North Tracy Avenue

Bozeman Montana, 59715Ph. (406) 582-8988 Fx. (406) 582-8911

www.intrinsikarchitecture.com

Plew Building 6th & Grant,

PO Box 172760Bozeman, Montana 59717-2760

State of Montana, Montana State University

Bozeman, Montana

APRIL 11, 2018 ISSUED FOR: BIDDING

Intrinsik Architecture, INC.Architect

Huffman Building, MSU Bozeman Campus

Owner

HUFFMAN BUILDING, UPD STORAGE ADDITION

DRAWING INDEX

ARCHITECTUREA0.1 COVER SHEET

A0.2 NOTES

A1.1 SITE PLAN

A2.1 FIRST FLOOR PLAN

A2.2 ROOF PLAN

A3.1 ELEVATIONS

A4.1 BUILDING SECTIONS

A5.1 SECTION DETAILS

A7.1 INTERIOR ELEVATIONS/ DETAILS

MECHANICALM1.1 MECHANICAL LEGEND, PLAN & NOTES

Landsverk Engineering PO Box 4751

Bozeman, MT 59772

Ph. (406)-599-4819

108 W. Babcock St

Bozeman, MT 59715Ph. (406)-582-9901

Nishkian Monks Structural Engineer

Electrical Engineering

TD&H Engineering 234 E. Babcock St #3

Bozeman, MT 59715Ph. (406)-586-0277

Geotechnical Engineer

ELECTRICALE0.1 TITLE SHEET

E0.2 ELEVATIONS

E1.0 ELECTRICAL PLAN

STRUCTURALS1.01 GENERAL NOTES & SHEET INDEX

S1.02 TYPICAL CONCRETE DETAILS

S1.03A TYPICAL METAL STUD DETAILS

S1.03B TYPICAL METAL STUD DETAILS

S1.04 TYPICAL WOOD DETAILS

S2.0 FOUNDATION AND FLOOR PLAN

S2.1 ROOF PLAN

REV DESCRIPTION DATE

A1.1

1

A1.1X

A1.1X

X

A1.1

A

A2.1 1/4" = 1'-

FLOOR

ENTRY100

1REVISION CLOUD AND NUMBER

BUILDING ELEVATION INDICATOR

DOOR TAG

WINDOW TAG

INTERIOR ELEVATION CALLOUT

EXTERIOR ELEVATION CALLOUT

DETAIL CALLOUT

DETAIL CALLOUT

BUILDING CROSS-SECTION

DRAWING BREAK LINE

ROOM NAME

DRAWING ORIENTATION INDICATOR

DRAWING TITLE AND SCALE

GRAPHIC SYMBOLS:

GENERAL NOTES:

1. DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THIS ARCHITECT WHETHER THE PROJECT FOR WHICH THEY

WERE PREPARED IS EXECUTED AND CONSTRUCTED OR NOT. THESE DOCUMENTS ARE NOT TO BE REPRODUCED IN ANY FORM AND THEY ARE NOT TO BE USED BY THE

PROJECT OWNER OR ANY OTHER ENTITY ON ANY OTHER PROJECTS OR FOR ANY EXTENSIONS, ADDITIONS OR ALTERATIONS TO THE ORIGINAL PROJECT EXCEPT BY WRITTEN AUTHORIZATION AND PERMISSION FROM AND AGREEMENT WITH THIS ARCHITECT.

2. CHANGES TO OR DEVIATIONS FROM THE DRAWINGS MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT SHALL BE CONSIDERED TO BE

UNAUTHORIZED AND SHALL RESULT IN THE PARTY MAKING SUCH CHANGES TO OR DEVIATIONS FROM THE DRAWINGS BEING HELD RESPONSIBLE FOR THE CONSEQUENCES RESULTING FROM SUCH CHANGES.

3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS REQUIRED TO COMPLETE THE CONSTRUCTION OF THE PROJECT IN ACCORDANCE WITH

THE TERMS AND CONDITIONS OF THE OWNER/CONTRACTOR AGREEMENT AND IN CONFORMANCE WITH THE GOVERNING CODES AND ORDINANCES HAVING JURISDICTION OVER THE PROJECT.

4. CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE, AND

FEDERAL CONSTRUCTION, SAFETY, AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES.

5. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTION, AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

6. ANY AMBIGUITIES, DISCREPANCIES, OR CONFLICTS DISCOVERED THROUGH THE USE OF THESE DRAWINGS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT.

FAILURE TO PROVIDE NOTICE TO THE ARCHITECT PRIOR TO ANY SUBSEQUENT CONSTRUCTION ACTIVITY SHALL RELIEVE THE ARCHITECT OF ALL LIABILITIES AND/OR

ANY OTHER CONSEQUENCE.

7. DO NOT SCALE THE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE. SHOULD DIMENSIONAL ERRORS OCCUR,

CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK.

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITH THE WORK.

9. ANY CHANGE WHICH RESULTS IN EXTRA COST OR TIME SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION OF THE OWNER AND ARCHITECT.

10. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE, AND IN PROPER ALIGNMENT.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS OF WORK, AT HIS OWN EXPENSE, FOR WORK INSTALLED IN CONFLICT WITH THE

CONTRACT DOCUMENTS.

12. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE OTHER CONTRACTORS DIRECTLY AND SEPARATELY EMPLOYED BY THE OWNER FOR TIMELY STORAGE

AND INSTALLATION OF THEIR PRODUCT.

13. CONTRACTOR SHALL KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIAL AND RUBBISH. PREMISES ARE TO BE SWEPT CLEAN DAILY OF RELATED

CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, ALL FIXTURES, EQUIPMENT, CABINETRY, GLAZING, FLOORING, ETC. SHALL BE LEFT CLEAN AND READY

FOR OCCUPANCY.

14. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE GENERAL

CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE

STRUCTURE THROUGHOUT CONSTRUCTION.

15. THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY SIZE AND LOCATIONS OF DUCT AND PLUMBING RUNS WITH MECHANICAL CONTRACTOR PRIOR TO FRAMING

WALLS AND CEILINGS.

16. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.

17. THERE SHALL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS "EQUAL TO", "EQUIVALENT", OR "APPROVED

EQUAL" ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR.

18. CONTRACTOR TO COVER AND PROTECT ALL EXPOSED CONCRETE FLOORS THROUGHOUT CONSTRUCTION PROCESS. COVERING SHOULD NOT BE TAPED OR

ADHERED DIRECTLY TO CONCRETE.

19. "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS

TO THE ELEVATION OR DETAIL NOTED, UNLESS NOTED OTHERWISE. VERIFY DIMENSIONS AND ORIENTATIONS OF PLAN.

20. WHERE SHOP DRAWINGS, SUBMITTALS, OR SUBSTITUTION REQUESTS ARE REQUESTED OR REQUIRED FOR REVIEW, THE CONTRACTOR SHALL SUBMIT 4 COPIES OF THE REQUESTED INFORMATION TO THE ARCHITECT. THE CONTRACT0R SHALL GIVE THE ARCHITECT TWO WEEKS MINIMUM FOR APPROVAL OF THE ABOVE MENTIONED

SUBMITTALS.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATIONS, ETC.) TO THE TRADES UNDER THEIR JURISDICTION.

22. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THOSE TRADES INVOLVED, AND IN

COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTES, OR ORDINANCES CONCERNING THE USE OF UNION LABOR.

23. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES FOLLOWING THEM.

24. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL WALK THROUGH THE PROJECT WITH THE ARCHITECT AND COMPILE A "PUNCH LIST' OF CORRECTIONS, UNSATISFACTORY, OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS.

25. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE YEAR FROM APPROVAL FOR FINAL PAYMENT.

PROJECT INFORMATION:

ROOM NUMBER

ABBREVIATIONS: VICINITY MAP:

PROJECT NAME:

MSU - HUFFMAN GUN STORAGE

ARCHITECT'S PROJECT IDENTIFICATION:

MHG

PROJECT OWNER:STATE OF MONTANA - MONTANA STATE UNIVERSITY

PLEW BUILDNG 6TH & GRANT

PO BOX 172760

BOZEMAN, MONTANA 59717-2760

PROJECT LOCATION:

HUFFMAN BUILDING - MONTANA STATE UNIVERSITY - BOZEMAN CAMPUS

LEGAL DESCRIPTION:

PROJECT DESCRIPTION:CONSTRUCTION OF AN ADDITON TO THE EXISTING HUFFMAN BUILDING FOR USE AS A

GUN STORAGE FACILTY.

APPLICABLE CODES:

2012 I.B.C, 2012 I.M.C., 2012 I.F.G.C., 2012 I.E.C.C., 2014 N.E.C.2012 BOZEMAN UNIFIED DEVELOPMENT ORDINANCE

BUILDING SQUARE FOOTAGE:

NEW ADDITION TOTAL FINISHED: 800 SQ. FT.

CITY ZONING CLASSIFICATION:

PLI

OCCUPANCY:

GROUP S-2

CONSTRUCTION TYPE:II-B NON-RATED

PROJECT SITE

101

1i

X

A1.1

F.F.E.

100'-0"

@ ATA.B. ANCHOR BOLTA/C AIR CONDITIONINGACC PNL ACCESS PANELAC. ACOUSTICALACT ACOUSTICAL CEILING TILEAD AREA DRAINADJ ADJACENTA.F.F. ABOVE FINISHED FLOORA.I.B. AIR INFILTRATION BARRIERALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEAPPD. APPROVEDARCH ARCHITECTAUTO AUTOMATICAWB AIR & WEATHER BARRIERBBD BULLETIN BOARDBD BOARDBITUM BITUMINOUSBL BUILDING LINE BLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLDG BUILDINGBLKG BLOCKINGBM BEAM/BENCH MARKBO BY OWNERB.O. BOTTOM OFBOT BOTTOMBRK BRICKBRG BEARINGB/S BUILDING STANDARDBSBD BASEBOARDBSMT BASEMENTBTW BETWEENBTM/BOTT BOTTOMBTWN BETWEENB.O.W. BOTTOM OF WALLBU BUILT UPCAB CABINETCAP CAPACITYCB CATCH BASINCBD CHALK BOARDCB-ICF CEMENT BASED INSULATED CONCRETE FORMCD CEILING DIFFUSERC.F. CEMENT FIBER (SIDING AND TRIM)/CUBIC FEETCL CENTERLINEC.B. CATCH BASINC.C. CENTER TO CENTERCDX EXTERIOR GRADE PLYWOODC.T. CERAMIC TILECG CEILING GRILL/CORNER GUARDCH CHANNELCI CAST IRON/CUBIC INCHESCJ CONTROL JOINTCLG CEILINGC.L.L. CONTRACT LIMIT LINECL CENTER LINECLO CLOSETCLR CLEARCMU CONCRETE MASONRY UNITCMNT CEMENTCMT CERAMIC MOSAIC TILECO CLEAN OUTCOL/COLS COLUMN/COLUMNSCONC CONCRETECOND CONDITIONCONF CONFERENCECONN CONNECTIONCONST CONSTRUCTIONCTRD CENTEREDCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCR CEILING REGISTERCT CERAMIC TILECTR COUNTERCUH CABINET UNIT HEATERCW COLD WATERCY CUBIC YARDDBL DOUBLEDEPT DEPARTMENTDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDL DEAD LOADDN DOWNDP DEMOUNTABLE PARTITIONDR DOORDWR DRAWERDS DOWNSPOUTDTL/DET DETAILDWG DRAWINGE. EXISTINGEA EACHEIFS EXTERIOR INSULATION FINISH SYSTEME.J. EXPANSION JOINTEL/ELEV ELEVATION -HEIGHT/ELEVATORELEC ELECTRICALENCL ENCLOSUREEO ELECTRICAL OUTLETEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRICAL WATER COOLEREWH ELECTRICAL WATER HEATEREWC ELECTRICAL WATER COOLEREWH ELECTRICAL WATER HEATEREXH EXHAUSTEXP EXPANSIONEXT EXTERIOREWA EXTERIOR WALL ASSEMBLYFA FIRE ALARMFABR FABRICATEFAH FIRE ALARM HORNFAS FIRE ALARM STATIONFBR FACE BRICKF.B.O. FURNISHED BY OTHERSFD FLOOR DRAINFDN/FDTN FOUNDATIONFFHB FROST FREE HOSE BIBFG FINISH GRADEFH FIRE HYDRANTFIN. FLOOR TOP OF FLOOR SHEATHINGFIN FINISHFIO FURNISHED AND INSTALLED BY OWNERFIX/FXTR FIXTUREF.O. FACE OFFDN FOUNDATIONFEC FIRE EXTINGUISHER CABINETFF FINISHED FLOORFLR/FL FLOORFLUOR FLUORESCENTFND FEMININE NAPKIN DISPENSER/DISPOSALFOC FACE OF CONCRETEFOIC FURNISHED BY OWNER AND INSTALLED BY CONTRACTORFOP FACE OF PLYWOODFOS FACE OF STUDFOW FACE OF WALLFT FOOT OR FEETFTG FOOTINGFTIC FURNISHED BY TENANT & INSTALLED BY CONTRACTORFE FIRE EXTINGUISHER

GA GAUGEGB GRAB BARGALV GALVANIZEDG.C. GENERAL CONTRACTORGEN GENERALG.F.I. GROUND FAULT INTERRUPTERGI GALVANIZED IRONGL GLASSGLB GLUE LAMINATED BEAMGRD GRADE/GRIDGS GALVANIZED STEELGWB GYPSUM WALL BOARDGYP. BD. GYPSUM BOARDHB HOSE BIBHC HOLLOW CORE/HANDICAPPEDHD BD HARD BOARDHDR HEADERHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHT HEIGHTHTG HEATINGHVAC HEATING, VENTILATION, AIR CONDITIONINGHW HOT WATERIN INCHINCL INCLUDE (D) (ING)INFO INFORMATIONINSUL INSULATION (ED) (ING)INT INTERIORIWA/IW INTERIOR WALL ASSEMBLYJAN JANITORJST JOISTJT JOINTLAV LAVATORYLF LINEAL FOOTLTG LIGHTINGLVR LOUVERM MEN'SMANUF MANUFACTURERMAT MATERIALMAX MAXIMUMMECH MECHANICALMC MEDICINE CLOSETMDF MEDIUM DENSITY FIBER BOARDMEMB MEMBRANEMEZZ MEZZANINEMH MAN HOLEMIN MINIMUMMIRR MIRRORMISC MISCELLANEOUSMO MASONRY OPENINGMTL METALMULL MULLIONN NORTHNA NOT APPLICABLENAT NATURALNIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOA OVER ALLO.C. ON CENTEROD OUTSIDE DIAMETEROH OVERHEAD/OPPOSITE HANDOPNG OPENINGOPP OPPOSITEPART.BD. PARTICLE BOARDPART PARTITIONPC PRECAST CONCRETEPL PLATEPLAM PLASTIC LAMINATEPLAST PLASTICPLWD PLYWOODPND PAPER NAPKIN DISPENSERPNL PANELPR PAIRPSL PARALLEL STRAND LUMBERPT POINTPTD PAPER TOWEL DISPENSERPTD/R PAPER TOWEL DISPENSER/RECEPTACLEPVMT PAVEMENTP.V.C. POLYVINYLCHLORIDEQTY QUANTITYR/RAD RADIUSR RISERRA ROOF/CEILING ASSEMBLYRB RUBBER BASERD ROOF DRAINRDWD REDWOODRE: REGARDINGREC RECESSEDREF REFERENCEREFR REFRIGERATORREINF REINFORCINGREQD REQUIREDRES RESILIENTRM ROOMRO ROUGH OPENINGRV ROOF VENTR&S ROD AND SHELFS SOUTHSACT SUSPENDED ACOUSTICAL CEILING TILESAT SUSPENDED ACOUSTICAL TILE CEILINGSC SOLID CORESCD SEAT COVER DISPENSERSCHED SCHEDULESD SOAP DISPENSERSECT SECTIONSF SQUARE FEETS.G. SUPPLY GRILLSGL SAFETY GLASSSHLVS SHELVESSHLVNG SHELVINGSHT SHEETSHTG SHEATHINGSHWR SHOWERSIM. SIMILARS.I.P. STRUCTURAL INSULATED PANELSLNT SEALANTSM SURFACE MOUNTEDSOG SLAB ON GRADES.STL./SS STAINLESS STEELSPEC SPECIFICATIONSSS SERVICE SINKSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUBFLR SUBFLOORSUSP SUSPENDEDS&V STAIN AND VARNISHSV SHEET VINYLSY SQUARE YARDSSD SEE STRUCTURAL DRAWINGST TREAD/THERMOSTATTB TOWEL BARTEL TELEPHONETEMP TEMPERATURET&G TONGUE AND GROOVET.ALUM. TUBULAR ALUMINUMT.B. TEST BORETHK THICKTHRU THROUGHT.J.I./TJI TRUSS JOIST INCORPORATEDT.O. TOP OFT.O.B. TOP OF BEAMT.O.C TOP OF CONCRETET.O..P. TOP OF PLATE

T.O. FTG TOP OF FOOTINGT.O.S. TOP OF STEELT.O. SL. TOP OF SLABT.O.W. TOP OF WALLTP TOILET PAPER HOLDERTPD TOILET PAPER DISPENSERTPG TOPPINGTR/TRD TREADT.S. TUBULAR STEELTV TELEVISIONTYP TYPICALUBC UNIFORM BUILDING CODEUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUR URINALUV UNIT VENTILATORVAC VACUUM OUTLETVAR VARIESVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVEN VENEERVERT VERTICALVEST VESTIBULEVG VERTICAL GRAINVIN VINYLVP VENEER PLASTICVT VINYL TILEVWC VINYL WALL COVERINGW WEST/WOMEN/WIDTHW/ WITHW/O WITH OUTWB WOOD BASEWC WATER CLOSETWD WOODW/D WASHER/DRYERWGW WINDOWWGL WIRE GLASSWH WATER HEATERWM WIRE MESHWNDW WINDOWWP WATERPROOFWR WATER RESISTANTWS WEATHERSTRIPWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHX BYYH YARD HYDRANT

X

A1.1

N PROJECT NORTH

W KAGY BLVD

S 7

TH

AV

E

S 3

RD

A

VE

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A0.2

Hu

ff#

a% B

ui'

di%

g

NOTES

2018-04-11


C

CC CC C C C C C C C C C C

CC

CC C C

C

C

C

C

C

CC

CC

CC

CC

C

CC CC C C C C C C C C

C

C

C

C

C

C

C

C

C

C

C

CC C CC C C C C C

E-L

E-L

E-L E-LE-L E-L E-L E-L E-L E-L E-L E-L E-L E-L

E-L

E-L

E-L

E-L

E-L

E-L

E-L

E-L

E-L

E-L

E-L

E-LE-L E-LE-L E-L E-L E-L E-L E-L

E

E

E

E

E

E

E

E

E

E

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

AB

ABABABABABABAB ABABABABABAB

AB

AB

AB

AB

AB

E

E

S SS S S

E-L E-LE-L E-L E-L

G GG G G

FS FSFS FS FS

W WW W W

C CC C C

X XX X X

E EE E E

AB ABAB AB AB

NEW ADDITION (800 S.F.)

EXISTING ROY E. HUFFMAN BUILDING

ASPHALT PAD

TO REMAIN

PARKING

STORAGE

SHED

EXISTING ELECTRICAL

LINE TO BE

RELOCATED PER MEP

ABANDONED

LINE

CONTRACTOR TO RELOCATE

EXISTING BURIED LINES OUT

OF NEW CONSTRUCTION

FOOTPRINT

EXISTING BIKE

RACK TO BE

RELOCATED

TEMPORARILY

NEW 5'-0" WIDE CONCRETE

WALKWAY FROM EXISTING

SIDEWALK TO ADDITION ENTRANCE

SO

UT

H 7

TH

AV

EN

UE

STAGING AREA FOR

CONSTRUCTION

PROPOSED RE-LOCATION

PATHS

LINE TYPE LEGEND

PROPERTY LINE

SETBACK LINE

FENCE

COMMUNICATION LINE

WATER LINE

FIRE SERVICE LINE

GAS LINE

ELECTRICAL LIGHT LINE

SEWER LINE

ELECTRICAL LINE

ABANDONED LINE

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A1.1

Hu

ff#

a% B

ui'

di%

g

SITE PLAN

2018-04-11

1" = 10'-0"A1.1

1 SITE PLANN PROJECT NORTH


A3.11

A3.12

A3.13

1

3

2

B CA

1A4.1

1A4.1

NEW ADDITION EXISTING BUILDING

DISPATCH TO REMAIN

115A

114

114A

113

116A

116

NEW DOOR

OPEN RACK STORAGE ALONG EXTERIOR WALL (TYP.)

OPEN STORAGE CABINETS IN CENTER OF ROOM (TYP.)

ENTRY

EXISTING WINDOW TO BE REMOVED, AND WALL INFILLED TO MATCH EXISTING

NEW CONCRETE WALKWAY TO CONNECT TO EXISTING, SLOPE MAX. 2%. SEE A5.1 FOR MORE INFORMATION

EVIDENCE ROOM TO REMAIN

22' - 0"

15' - 6"

40' - 4"

14' -

0"

6' -

8"

20' -

8"

LIM

ITS

OF

WO

RK

199VE

GUN

STORAGE

2

A4.1

2A4.1

PROVIDE SECURITY CAMERAS AT LOCATIONS SHOWN & COORDINATE W/ EXISTING KENCO SYSTEM (WITH AUDIO AND RECORDING CAPABILITY AT THIS LOCATION.) -KENCO TO PROVIDE HARDWARE AND EQUIPMENT, GENERAL CONTRACTOR TO PROVIDE RACEWAY AND JUNCTION BOX TO CCTV LOCATION - MOUNT AS CLOSE TO THE BOTTOM OF ROOF JOISTS AS POSSIBLE (TYP.)

PROVIDE ALARM ON DOOR COORDINATE W/ EXISTING KENECO SYSTEM

CAMERA

1

2

3

5' - 0"

A5.16

A5.18

10

10

10

10A

54

3' - 8"

BUILT-IN 18" DEEP SHELF FOR INSPECTION/INTAKE PROCESS

COMPUTER STATION TO BE ATOP TYPICAL PERIMETER BASE CABINET - PROVIDE DATA PER MEP - COMPUTER N.I.C.

PROVIDE CAMERA WITH FEED CONNECTION TO CLOSE CUIRCUT TV LOCATED AT COMPUTER STATION -KENCO TO PROVIDE HARDWARE EQUIPMENT, GENERAL CONTRACTOR TO PROVIDE RACEWAY FROM JUNCTION BOX TO CCTV LOCATION

A7.1

7

A7.1

8

PROVIDE SECURITY CAMERAS AT LOCATIONS SHOWN & COORDINATE W/ EXISTING KENCO SYSTEM (WITH AUDIO AND RECORDING CAPABILITY AT THIS LOCATION.) -KENCO TO PROVIDE HARDWARE AND EQUIPMENT, GENERAL CONTRACTOR TO PROVIDE RACEWAY FROM JUNCTION BOX TO CCTV LOCATION

CLEARING TUBE TO BE INSTALLED UNDER SHELF - N.I.C.

DENOTES EXTERIOR HORIZONTAL INSULATION (BELOW) AT SLAB ON GRADE - SEE A4.1 FOR MORE INFORMATION

A7.19

5' -

0"

6' - 6"

3' - 3"

2' -

0"

4' -

5 1

/2"

ROOF DRAIN OUTLET TO ROUTE THROUGH INTERIOR WALL - PROVIDE CONCRETE SPLASH BLOCK AT EXTERIOR AND SLOPE TO DRAIN

ROOF DOWNSPOUT TERMINATION - PROVIDE CONCRETE SPLASH BLOCK AND SLOPE TO DRAIN

INTERIOR 3 5/8" METAL STUD

EXTERIOR 6" METAL STUD W/ BRICK VENEER

WALL TYPE LEGEND

10 10A 54WALL TYPE WALL TYPE WALL TYPE

EXTERIOR METAL STUD WALL WITH BRICK VENEER

EXTERIOR METAL STUD WALL

EXTERIOR METAL STUD WALL

BRICK VENEER

1" AIR SPACE

AIR/ WEATHER BARRIER

PLYWOOD SHEATHING - SSD

FIBERGLASS BATT INSULATION

5/8" GYPSUM WALL BOARD - PAINT FINSH

METAL STUD WALL - SSD


PLYWOOD SHEATHING - SSD

FIBERGLASS BATT INSULATION





GALV CORRUGATED TIES @ 16" O.C. EACH WAY

SC

HE

DU

LE

D H

EIG

HT

SCHEDULED WIDTHSCHEDULED WIDTH

SCHEDULED WIDTH

SC

HE

DU

LE

D H

EIG

HT

SC

HE

DU

LE

D H

EIG

HT

DOOR TYPE A

EXTERIOR HALF LITE DOOR TYPE B

INTERIOR DUTCH DOORDOOR TYPE C

INTERIOR HALF LITE

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A2.1

Hu

ff#

a% B

ui'

di%

g

FIRST FLOOR

PLAN

2018-04-11

1/4" = 1'-0"A2.1

1 FIRST FLOOR PLAN

FIREARM STORAGE CAPACITY

APPROXIMATELY 95 LINEAL FEET FOR WALL MOUNTED STORAGE = 220 SOFT SIDED OR NO CASES

28 BUILT STORAGE UNITS = APPROXIMATELY 224 LONG RIFLES, SHOTGUNS AND BOWS IN HARD CASES

UNITS - 48" X 96" X 18"

1 UNIT STORES UPT TO 8 WEAPONS ABOVE AND MISCELLANEOUS STORAGE BELOW

DOOR SCHEDULE

TAG

DOOR SIZE

TYPE / OPERATION COMMENTSWIDTH HEIGHT

1 3' - 0" 7' - 0" EXTERIOR HALF LITE HOLLOW METAL STEEL DOOR TEMPERED GLASS - WITH ELECTRIC

STRIKE

2 3' - 0" 7' - 0" INTERIOR DUTCH DOOR WITH INTEGRAL SHELF PROVIDE ALARM

3 3' - 0" 7' - 0" INTERIOR HALF LITE HOLLOW METAL STEEL DOOR TEMPERED GLASS

ROOM FINISH SCHEDULE

ROOM NUMBER ROOM NAME

FINISH

COMMENTSFLOOR BASE WALL CEILING

128 GUN STORAGE SEALED CONC RESIL PAINT 1 PAINT 1 EXPOSED STRUCTURE CEILING

128A ENTRY SEALED CONC RESIL PAINT 2 PAINT 1 EXPOSED STRUCTURE CEILING

N PROJECT NORTH

3/4" = 1'-0"A2.1

2 WALL TYPES

1/2" = 1'-0"DOOR LEGEND

ROOM FINISH NOTES - ALL SPECIFICATIONS ARE BASIS OF BID, SEE PROJECT MANUAL FOR MORE INFORMATION AND SUBSITUTION PROCEDURES

PAINT COLOR 1 - PITTSBURG PAINTS HONEY BEIGEPAINT COLOR 2 - PITTSBURG PAINTS BLUE ZYPHER

RESILANT BASE - MANNINGTON COMMERICAL - OPTIMUM EDGE (TYPE TS), COLOR BEDROCK 924 - INSTALL BASE ONLY WHERE NO BASE CASEWORK IS PRESENT


A3.1

1

A3.1

2

A3.1

3

1

3

2

B CA

1

A4.1

1

A4.1

LIM

ITS

OF

WO

RK

40' - 4"

20' -

8"

2

A4.1

2

A4.1

EXISTING ROOF TO

REMAIN

EXISTING ROOF TO

REMAIN

ROOF DRAIN

1/4" / 12"

1/4

" / 12"

1/4

" / 12

"

1

A5.1

2

A5.1

FULLY ADHERED

MEMBRANE ROOF

OVER COVERBOARD

OVER TAPERED

INSULATION

PREFINISHED METAL

PARAPET CAP - SEE

3/A5.1

4

A5.1

5

A5.1

NEW ADDITION EXISTING

BUILDING

A7.19

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A2.2

Hu

ff#

a% B

ui'

di%

g

ROOF PLAN

2018-04-11

1/4" = 1'-0"A2.2

1 ROOF PLAN N PROJECT NORTH


T.O. SUBFLOOR100' - 0"

T.O. PLATE (L1)110' - 0"

BC A

2

A4.1

2A4.1


METAL PARAPET CAP

BRICK FINISH TO MATCH EXISTING

NEW HALF LITE METAL DOOR

2' - 0"

WALL MOUNTED LIGHT - SEE ELECTRICAL

METAL PANEL TO MATCH EXISTING

SECURITY CAMERA

NEW ADDITION TOP OF PARAPET TO MATCH EXISTING EVIDENCE ROOM (TYP.)

EXISTING BIKE RACK


T.O. PLATE (L1)110' - 0"

B CA

2

A4.1

2A4.1

EXISTING BUILDING NEW ADDITION CONDUCTOR HEAD AND DOWNSPOUT





T.O. PLATE (L1)110' - 0"

13 2

1

A4.1

1A4.1

CONDUCTOR HEAD AND DOWNSPOUT

METAL PARAPET CAP



ROOF DRAIN OUTLET TO ROUTE THROUGH INTERIOR WALL - PROVIDE CONCRETE SPLASH BLOCK AT EXTERIOR AND SLOPE TO DRAIN

5

A5.1

SECURITY CAMERA



A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A3.1

Hu

ff#

a% B

ui'

di%

g

ELEVATIONS

2018-04-11

1/4" = 1'-0"A3.1

2 NORTH ELEVATION

1/4" = 1'-0"A3.1

1 SOUTH ELEVATION

1/4" = 1'-0"A3.1

3 EAST ELEVATION



T.O. PLATE (L1)110' - 0"

2

A4.1

2

A4.1

FLOOR ASSEMBLY- COMPACTED GRAVEL PER STRUCTURAL AND GEOTECH REPORT

- 6 MIL VAPOR BARRIER

- CONCRETE SLAB ON GRADE PER GEOTECH REPORT

WALL ASSEMBLY- SINGLE WYTHE BRICK

- 1" AIR GAP

- AIR WEATHER BARRIER

- SHEATHING - SSD

-R-21 MIN. FIBERGLASS BATT INSULATION

- 6" METAL STUD WALL SSD

- 5/8" GWB

ROOF ASSEMBLY- FULLY ADHERED ROOF MEMBRANE

- ROOFING COVER BOARD

- R-30 MIN. TAPERED FOAM INSULATION

- METAL DECKING PER STRUCTURAL

- OPEN WEB STEEL JOISTS - SSD


T.O. PLATE (L1)110' - 0"

1

A4.1

1A4.1

INTERIOR WALL ASSEMBLY- 5/8" GWB - PAINT

- 3 5/8" METAL STUD WALL SSD

- 5/8" GWB - PAINT

2' -

0"

2' - 0"

A5.17

5

A5.1

A5.110

A5.13

PROVIDE EXTERIOR RIGID INSULATION AT PERIMETER OF TURNED DOWN EDGE SLAB PER A2.1 (TYP.). R-10 MIN AS SHOWN

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A4.1

Hu

ff#

a% B

ui'

di%

g

BUILDING

SECTIONS

2018-04-11

1/4" = 1'-0"A4.1

1 SECTION 1

1/4" = 1'-0"A4.1

2 SECTION 2


WALL TYPE 10

AWB WRAP OVER LINTEL & SEAL

WINDOW TAPE WRAP OVER NAILING FLANGE

SCHEDULED DOOR & FRAME

GALV LINTEL -PAINT FINISH -SSD

SPRAY FOAM INSULATION

SEALANT & BACKER ROD

EXTERIOR LIGHT -SEE MEP

WEEPS STAGGERED

GWB

HOLLOW METAL DOOR FRAME


HEADER SSD

SEALANT AND PAINT PERIMETER OF DOOR FRAME (TYP.)

GWB


HOLLOW METAL DOOR FRAME

SEALAND AND PAINT PERIMETER OF DOOR FRAME (TYP.)

CONTINUOUS TERMINATION BAR -BEYOND

EXISTING BRICK WALL BEYOND

RETURN FLASHING UP WALL - BEYOND, RETURN UNDER PARAPET CAP & SEAL

EXISTING MASONRY PARAPET WALL

NEW STEEL STUD WALL

ROOFING MEMBRANE RETURN OVER TOP OF WALL

PT WOOD BLOCKING -TYPICAL

PREFINISHED METAL PARAPET CAP

SLOPE

1'-4" (+/-) VERIFY IN FIELD

NEW WALL EXISTING WALL

3

A

ALUMINUM WALL STARTER - ANCON STAIFIX UNIVERSAL WALL STARTER OR EQ.

WALL TYPE 10

EXISTING / NEW

ANCHOR NEW METAL STUDS TO EXISTING BRICK

CONT BEAD OF SEALANT


SEALANT AND BACKER

SEALANT AND BACKER

EXISTING BRICK WALL

CUT REGLET FOR COUNTER FLASHING AND SEALANT W/ CONTINUOUS TERMINATION BAR FROM ROOFING

PREFINISHED METAL FLASHING- TURN UP WALL 6" MIN

SEALANT

PREFINISHED METAL PARAPET CAP

12"

MIN

.


WEEPS STAGGERED

PREFINISHED METAL FLASHING TO CONCEAL INSULATION

MIN

1' -

0"

FLASHING


WALL TYPE 10

BRICK TIE 16" O.C. EACH WAY

RIGID INSULATION

FOOTING - SSD

SEALANT

6"

TO

GR

AD

E (

TY

P.)

PREFINISHED METAL PARAPET CAP, COLOR TO MATCH EXISTING - SLOPE TO INSIDE

WRAP MEMBRANE UP WALL AND OVER PARAPET (TYP.) W/ NO PENETRATIONS

CANT STRIP

FULLY ADHERED ROOF MEMBRANE

COVER BOARD

TAPERED FOAM PACKAGE

METAL DECKING PER STRUCTURAL

STEEL BAR JOIST PER STRUCTURAL

CLIP ANGLE PER STRUCTURAL

STEEL ANGLE PER STRUCTURAL

CONT. PT WOOD CAP

SPRAY FOAM

PREFINISHED METAL FASCIA - MATCH EXISTING

MA

TC

H E

XIS

TIN

G

1'- 1" (+/-) VERIFY IN FIELD

PREFINISHED METAL PARAPET CAP, COLOR TO MATCH EXISTING. - SLOPE TO INSIDE

FULLY ADHERED ROOF MEMBRANE -WRAP THROUGH OPENING

SLOPE PER ROOF PLAN

6"

9" 2"

MA

X.

CONDUCTOR HEAD

DRIP

SPLASH GUARD

1' -

8" 4"

CLEAR 1 1/2"

CLEAR1 1/2"

1/2

" M

AX

.

CONCRETE SLAB

SHIM AS NEEDED

ACCESSIBLE THRESHOLDSET IN A BED OF SEALANT

DOOR PER SCHEDULE

1/2" EXPANSION MATERIAL

1/2

" M

AX

.

ROOF DRAIN

FULLY ADHERED MEMBRANE ROOF

ROOF COVERBOARD

TAPERED RIGID INSULATION -

METAL DECKING

BRICK VENEER


SHEATHING - SSD

INSULATION


SEALANT & BACKER ROD

SPRAY FOAM INSULATION

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A5.1

Hu

ff#

a% B

ui'

di%

g

SECTION

DETAILS

2018-04-11

3" = 1'-0"A5.1

7 HEAD @ EXTERIOR DOOR

3" = 1'-0"A5.1

11 TYP. INT DOOR@ HEAD 3" = 1'-0"A5.1

12 TYP. INT DOOR@ JAMB

3" = 1'-0"A5.1

4 ROOF PLAN - Section 2

3" = 1'-0"A5.1

6 DETAIL @ NEW/ EXISTING BRICK

1 1/2" = 1'-0"A5.1

5 SECTION @ PARAPET WALL INT

1 1/2" = 1'-0"A5.1

10 TYPICAL SILL DETAIL

1 1/2" = 1'-0"A5.1

3 ROOF DETAIL @ PARAPET 1" = 1'-0"A5.1

1 ROOF PLAN -DETAIL @ ROOF OVERFLOW

3" = 1'-0"A5.1

9 SILL @ ENTRY DOOR

3" = 1'-0"A5.1

2 ROOF PLAN - Section 1

3" = 1'-0"A5.1

8 JAMB @ EXTERIOR DOOR


2" MIN.

T.O. PLATE

T.O

. PA

RA

PE

T T

O M

AT

CH

EX

IST

ING

AT

EV

IDE

NC

ER

OO

M (

TY

P.)

4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"

REMOVABLE PEGS

WOOD CASEWORK -CLEAR FINISH (TYPICAL)

WALL MOUNTED WOOD BRACKETS @ EXTERIOR WALLS - (TYP.)

TOE KICK (TYP.)

WOOD SHELVES OPEN TO OTHER SIDE OF CENTER AISLE TO FACILITATE PLACEMENT OF LONGER ITEMS (TYP.)

COMPUTER STATION TO BE ATOP TYPICAL PERIMETER BASE CABINET - PROVIDE DATA PER MEP - COMPUTER N.I.C.

BUILT-IN 14" DEEP SHELF FOR INSPECTION/INTAKE PROCESS

WOOD CASEWORK -CLEAR FINISH (TYPICAL)

WALL MOUNTED WOOD BRACKETS @ EXTERIOR WALLS - (TYP.)

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 3' - 11 5/32"

1X3 APPLIED WOOD LIP (TYP.)

6

A7.1

WOOD CABINET

ANGLED WOOD RACK W/ REMOVEABLE PEGS @ 6" O.C. FOR HARD CASES BEYOND- TYP

1X4 APPLIED WOOD TRIM TO PROVIDE STOP FOR CASES

TOE KICK


3 1

/2"

1' -

6"

3' -

6"

2' -

6"

1' - 0"3' - 0"

WOOD CABINET

ANGLED WOOD RACK W/ REMOVEABLE PEGS @ 6" O.C. FOR HARD CASES BEYOND- TYP


TOE KICK


1' - 6"3

A7.1

3' - 0" OR 4' - 0"

1' -

1 5

/8"

3' -

5 1

/4"

WOOD RACK CUTOUT @ 6" O.C. FOR SOFT CASES -TYP


TOE KICK

1' -

6 7

/8"

3' -

0"

3 1

/2"

WOOD RACK CUTOUT @ 6" O.C. FOR SOFT CASES -TYP


TOE KICK

1' - 6"

8"

A/E#2018-02-02

PPA#17-0102

REVIEWED BY:

DRAWN BY :

SHEET

DATE


UIVERSITY


PH�E� 406�994�5413FAX� 406�994�5665

Consultant #:

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

UP

D S

TO

RA

GE

AD

DIT

IO

N

A7.1

Hu

ff#

a% B

ui'

di%

g

INTERIOR

ELEVATIONS/

DETAILS

2018-04-11

1/2" = 1'-0"A7.1

7 GUN STORAGE - LOOKING NORTH - CENTER AISLE

1/2" = 1'-0"A7.1

8 GUN STORAGE - LOOKING NORTH - PERIMETER WALL

A7.1

4 CENTER CASE - PERSPECTIVE 1/2" = 1'-0"A7.1

5 CENTER CASE - FRONT ELEVATION 1/2" = 1'-0"A7.1

6 CENTER CASE - SECTION

A7.1

1 PERIMETER CASE - -PERSPECTIVE 1/2" = 1'-0"A7.1

2 PERIMETER CASE - FRONT ELEVATION 1/2" = 1'-0"A7.1

3 PERIMETER CASE - SECTION

1/2" = 1'-0"A7.1

9 GUN STORAGE - LOOKING EAST

BUILT-IN SHELF TO MATCH ADJACENT CASEWORK - PROVIDE 1X3 APRON AND CLEATS AT WALLS AND CABINET FOR SUPPORT- PROVIDE ONE (1) 45 DEG. BRACKET AT CENTER

POTENTIAL LOCATION FOR GUN CLEARING TUBE BELOW (N.I.C.)


I. GENERAL

1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE.2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED

UNDER THE HEADING "DESIGN CRITERIA".3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED.4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND

TYPICAL DETAILS.5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN

EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC.) UPON WHICH THESE DRAWINGS RELY.

7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE WORK.

8. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS, OPENINGS, SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS, AND HANGERS FOR PIPES, DUCTS, AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK.

9. DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS.10. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF

PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.

11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.

II. DESIGN CRITERIA

1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2012 EDITION2. OCCUPANCY CATEGORY: II3. DEAD LOADS

A. SELF WEIGHT OF STRUCTURE1.) ROOF DEAD LOAD: 18 PSF, TYP2.) FLOOR DEAD LOAD: 30 PSF, TYP

4. LIVE LOADS:A: FLOOR LIVE LOAD: 50 PSF TYPB. ROOF LIVE LOAD: 20 PSF (REDUCIBLE)

5. SNOW LOAD:A. DESIGN ROOF LOAD: 32 PSF B. GROUND SNOW LOAD: 46 PSFC. SNOW IMPORTANCE FACTOR: 1.0D. THERMAL FACTOR: 1.0E. DRIFTED SNOW: IN ACCORDANCE WITH ASCE 7 CHAPTER 7: 17.75 psf

6. WIND DESIGN DATA:WIND IMPORTANCE FACTOR: I = 1.0WIND EXPOSURE CATEGORY: BBASIC WIND SPEED: V = 115 MPH 3 SECOND GUST (ALLOWABLE STRESS DESIGN).TOPOGRAPHIC FACTOR, Kzt = 1.0

7. EARTHQUAKE DESIGN DATA:SEISMIC IMPORTANCE FACTOR: I = 1.0SEISMIC DESIGN CATEGORY: DSITE CLASS: DBASIC SEISMIC RESISTING SYSTEM: WOOD SHEATHED SHEAR WALLSRESPONSE MODIFICATION FACTOR: R =6.5SYSTEM OVERSTRENGTH FACTOR: Ωo = 3DEFLECTION AMPLIFICATION FACTOR Cd = 4SPECTRAL RESPONSE ACCELERATION:

1.) SHORT PERIOD: Ss = 0.7162.) 1 SECOND PERIOD: S1 = 0.209

DESIGN SPECTRAL RESPONSE ACCELERATION:1.) SHORT PERIOD: Sds = 0.5862.) 1 SECOND PERIOD: Sd1 = 0.276

SEISMIC RESPONSE COEFFICIENT: Cs = 0.091DESIGN BASE SHEAR: V = Cs TIMES W (W=BUILDING SEISMIC DEAD LOAD).ANALYSIS PROCEDURE USED: ELF

III. FOUNDATION

1. FOUNDATION DESIGN IS BASED ON TABLE R401.4.1-PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS OF THE IBC.

2. FOUNDATION TYPE: CONVENTIONAL SHALLOW FOUNDATION3. DESIGN ALLOWABLES:

A. SOIL BEARING: 1500 PSF (DL+LL), 2500 PSF (DL+LL+WIND/EQ).4. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED NATIVE SUBGRADE. THE TOP OF FOOTING ELEVATIONS

SHOWN ON THE DRAWINGS ARE A MINIMUM AND SHALL BE LOWERED AS REQUIRED TO REMOVED SOFT OR LOOSE SOILS AS APPROVED BY THE STRUCTURAL ENGINEER. AS AN ALTERNATIVE TO LOWERING THE FOOTINGS, THE SOFT OR LOOSE SOILS MAY BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL CMOPACTED TO 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM A 1557, AS APPROVED BY STRUCTURAL ENGINEER.

5. THE SIDES OF FOUNDATIONS SHOWN STRAIGHT ARE FORMED. FOUNDATIONS POURED AGAINST THE EARTH AT CONTRACTOR'S OPTION REQUIRE THE FOLLOWING PRECAUTIONS:A. SIDES OF EXCAVATION MUST BE VERTICAL (OVER POURING AND MUSHROOMING NOT ALLOWED).B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF SOIL SLOUGHING BEFORE, DURING, AND

AFTER POUR.7. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATION FOR EITHER SURFACE WATER, GROUND

WATER OR SEEPAGE IF REQUIRED.8. BACK FILL OVER EXCAVATED FOOTINGS WITH COMPACTED NATIVE SUBGRADE MATERIAL TO 95%

OPTIMUM DENSITY.9 STEP CONTINUOUS FOOTINGS AT VARYING ELEVATIONS PER TYPICAL DETAIL. SLOPING OF FOOTINGS IS

PROHIBITED.10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING

UTILITIES, EXISTING STRUCTURES, ETC., WHETHER INDICATED OR NOT, WHICH MAY BE AFFECTED BY THE CONSTRUCTION PROCESS.

11. MUNICIPAL UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE STRUCTURAL ENGINEER’S APPROVAL.

12. SLABS ON GRADE SHALL BE SUPPORTED ON NATURAL GRADE OR COMPACTED STRUCTURAL FILL 13. THE SLOPE BETWEEN THE LOWER EDGES OF ADJACENT FOUNDATIONS SHALL NOT EXCEED 45 DEGREES

WITH THE HORIZONTAL, UNLESS INDICATED OTHERWISE IN THE DRAWINGS. MAINTAIN A 1:1 SLOPE FROM BOTTOM EDGE OF ANY EXCAVATION.

14. DURING BACKFILLING OPERATIONS, FOUNDATION WALL BACKFILL SHALL NOT BE UNBALANCED BY MORE THAN TWO FEET ON EITHER SIDE AT ANY TIME.

15. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEETING AND SHORING ETC. REQUIRED FOR CONSTRUCTION OF THE PROJECT AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES.

IV. CONCRETE

1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318. USE MIXES WITH A MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN ACCORDANCE WITH ACI RECOMMENDATIONS.

2. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNERS TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.

3. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II. 4. AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF

ASTM C 33 AND PROJECT SPECIFICATIONS.5. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY STRENGTHS, F’c: (ALL CONCRETE SHALL BE NORMAL

WEIGHT, EXCEPT AS NOTED)A. FOUNDATIONS: 3000 PSI,B. SLABS ON GRADE: 4000 PSIC. FOUNDATION WALLS: 3000 PSI

6. SCHEDULING OF WORK MAY REQUIRE ACHIEVEMENT OF DESIGN STRENGTH IN A SHORTER PERIOD OF TIME.7. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED (1/4" AMPLITUDE) BY SAND BLASTING OR

MECHANICAL MEANS. CLEAN BEFORE POUR. LOCATION TO BE APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT LOCATION PLAN OR ALL PROPOSED JOINTS NOT INDICATED ON DRAWINGS FOR APPROVAL PRIOR TO BEGINNING WORK.

8. ALL CONCRETE TO BE REINFORCED, UNLESS SPECIFICALLY NOTED "NOT REINFORCED".9. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30% OF SLAB THICKNESS, AND SHALL BE PLACED FOUR

DIAMETERS MINIMUM APART, UNLESS SPECIFICALLY DETAILED OTHERWISE.10. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE PRIOR TO POURING

CONCRETE. DO NOT CUT REINFORCING.11. CORING OF CONCRETE IS NOT PERMITTED UNLESS REVIEWED BY THE STRUCTURAL ENGINEER. 12. EXPOSED PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4"

CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.13. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND

EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS, ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE.14. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CURING CONCRETE FROM FREEZING AND HOT

WEATHER PER ACI 306.1 AND ACI 305 RESPECTIVELY.15. CONTRACTOR SHALL SURVEY ALL CONCRETE WORK WITHIN 48 HOURS OF PLACING CONCRETE TO ENSURE THAT PLACEMENT IS IN ACCORDANCE WITH PROJECT REQUIREMENTS.16. CURE CONCRETE ACCORDING TO ACI 308R-01 "GUIDE TO CURING CONCRETE" FOR A MINIMUM OF SEVEN DAYS (10

DAYS FOR TYPE IV OR V CEMENT) USING ONE OF THE FOLLOWING METHODS:A. MOISTURE CURING.B. MOISTURE-RETAINING-COVER CURING.C.CURING COMPOUND OR CURING AND SEALING COMPOUND.

V. REINFORCING STEEL

1. ALL REINFORCING STEEL FOR CONCRETE AND/OR MASONRY CONSTRUCTION SHALL BE PLACED IN CONFORMANCE WITH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318; "BUILDING CODE REQUIREMENTS FOR MASONRY CONSTRUCTION", ACI 530; "SPECIFICATIONS FOR MASONRY STRUCTURES", ACI 530.1; AND THE "ACI DETAILING MANUAL" AS MODIFIED BY THEPROJECT DRAWINGS

AND SPECIFICATIONS.2. REINFORCING STEEL:

A. DEFORMED BARS, ASTM A 615 GRADE 60.B. WELDED WIRE FABRIC, ASTM A 185.C. WELDED REINFORCING, ASTM A706.

3. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER, UNLESS OTHERWISE NOTED:A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".B. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER:

1.) #6 THROUGH #11 BARS: 2".2.) #5, W31 OR D31 WIRE, AND SMALLER: 1 1/2".

C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND:1.) SLABS AND WALLS: 3/4".2.) BEAMS AND COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2"

4. ALL LAP SPLICES SHALL BE PER TYPICAL DETAIL.5. PROVIDE FOUNDATION DOWELS TO MATCH SIZE AND SPACING OF WALL OR COLUMN REINFORCEMENT.

EXTEND DOWELS A LAP SPLICE LENGTH INTO WALL OR COLUMN AND TERMINATE WITH STANDARD HOOK 3" ABOVE BOTTOM OF FOOTING, UNLESS OTHERWISE NOTED.

6. ALL REINFORCING STEEL AND EMBEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT.

7. WELDING OF REINFORCING IS PROHIBITED, UNLESS APPROVED BY STRUCTURAL ENGINEER.8. REINFORCEMENT SHALL BE PLACED IN RELATIVE POSITION SHOWN ON THE DRAWINGS. NO SPLICES IN

REINFORCING WILL BE PERMITTED, UNLESS SHOWN IN THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

9. STAGGER LAP SPLICES OF ADJACENT BARS IN CONTINUOUS FOUNDATION MEMBERS 5'-0" MIN.

VI. POST-INSTALLED CONCRETE ANCHORS

1. INSTALLATION HOLES FOR POST-INSTALLED ANCHORS SHALL BE DRILLED WITH A ROTARY HAMMER OR OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED. ALL MISDRILLED OR UNACCEPTABLE HOLES SHALL NOT BE USED AND GROUTED SOLID.

2. ADHESIVE ANCHORS & REINFORCING STEEL DOWELS: INSTALLATION SHALL BE IN ACCORDANCE WITHCURRENT PRODUCT ICC REPORT. THE FOLLOWING EPOXIES ARE APPROVED:A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS.

1) SET-XP EPOXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 2508 3. EXPANSION ANCHORS: INSTALLATION SHALL BE IN ACCODANCE WITH PRODUCT ICC REPORT. THE

FOLLOWING ANCHORS ARE APPROVED:A. CONCRETE: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS.

1) STRONG-BOLT AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 1771.5. SCREW ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT.

DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS UNLESS NOTED OTHERWISE. 1) TITEN HD ANCHOR AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR-2713.

6. WHERE ANCHORS ARE INSTALLED IN CONTACT WITH WOOD FRAMING AN OVERSIZE WASHER IS REQUIRED IN ORDER TO ACHIEVE TORQUE REQUIRED BY THE ICC REPORT. THE WASHER SHALL BE OFSUFFICIENT SIZE TO PREVENT NOTICEABLE DEFORMATION OF WOOD FIBERS ON FACE OF MEMBER DUE TO TIGHTENING OF NUT. USE MINIMUM WASHER SIZE 1/4”X3” SQUARE. VERIFY REQUIRED WASHER SIZE PRIOR TO INSTALLATION.

7. POWDER ACTUATED FASTENERS (PAF): INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. APPROVED ARE MANUFACTURED BY HILTI --- ICC-ER ESR 1663, RAMSET-- ICC-ER ESR 1799 AND SIMPSON --- ICC-ER ESR 2138. ANCHOR TYPE TO BE SELECTED PER MAUNFACTURERS PUBLISHED INSTRUCTIONS.A. WOOD OR LIGHT GAGE STEEL TO STEEL CONNECTIONS: 0.145" DIAMETER, MAXIMUM SPACING = 24".

REFER TO MANUFACTURE’S SPECIFICATIONS AND ICC REPORT FOR PROPER FASTENER EMBEDMENT INTO STEEL.

B. WOOD OR LIGHT GAGE STEEL TO CONCRETE CONNECTIONS: 0.145" DIAMETER, MAXIMUM SPACING = 24", CONCRETE EMBEDMENT = 1 1/2”.

VIII. STRUCTURAL SHEATHING

1. EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE "AMERICAN PLYWOOD ASSOCIATION". DO NOT USE ANY PIECE WITH LEAST DIMENSION OF LESS THAN 2'-0".

2. ROOF SHALL BE 5/8" PLY APA RATED SHEATHING C-D EXTERIOR. MIN NAILING: 8d NAILS AT 6" O.C. AT ALL PANEL EDGES, 12" O.C. FIELD NAILING. NO BLOCKING REQUIRED AT ROOF.

3. FLOORS SHALL BE 3/4" T&G PLY OR OSB, APA RATED SHEATHING C-D EXTERIOR. MIN NAILING: 8d NAILS AT 6" O/C AT ALL PANEL EDGES AND DIAPHRAGM BOUNDARIES, 12" FIELD NAILING. BLOCKING IS REQUIRED AT FLOOR WHERE INDICATED ON PLAN. FLOORS SHALL BE GLUED & NAILED PER APA GLUED FLOOR SYSTEM REQUIREMENTS.

4. INSTALL ROOF & FLOOR SHEATHING CONTINUOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. STAGGER END PANEL JOINTS. ALLOW 1/16" SPACING AT PANEL ENDS AND 1/8" SPACING AT PANEL EDGES.

5. WALLS SHALL BE 1/2" PLY OR OSB, APA RATED EXTERIOR. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL SHEATHING REQUIREMENTS. A. MIN NAILING: 8d NAILS AT 6" O.C. AT ALL PANEL EDGES. 12" O.C. FIELD NAILING EXCEPTED AS

INDICATED IN SHEAR WALL SCHEDULE. SEE PLANS AND DETAILS FOR ADDITIONAL SHEAR WALL FRAMING REQUIREMENTS.

B. INSTALL SHEATHING HORIZONTALLY OR VERTICALLY OVER TWO OR MORE SUPPORTS. ALLOW SAME SPACING BETWEEN PANELS AS INDICATED ABOVE FOR FLOOR/ROOF SHEATHING. BLOCK ALL PANEL EDGES AT SHEAR WALLS WITH FLATWISE 2X4 FRAMING.

6. PANEL LAYOUT:A. LONG DIMENSION OF PANEL TO BE PERPENDICULAR TO FRAMING MEMBERS, EXCEPT PANELS AT

WALLS MAY BE INSTALLED WITH LONG DIMENSION PARALLEL TO STUDS. B. END JOINTS IN ADJACENT RUNS SHALL BE OFFSET 4 FEET.C. MINIMUM PANEL WIDTH SHALL BE 12 INCHES.D. EDGE OF PANELS LESS THAN 24 INCHES SHALL BE BACKED WITH BLOCKING (2x4 MIN).E. PROVIDE 1/8" GAP AT ALL SHEATHING JOINTS FOR FLOORS AND WALLS UNLESS OTHERWISE

SHOWN ON DETAILS OR NOTES.

IX. STEEL JOISTS

1. STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THESTEEL JOIST INSTITUTE. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT STATE FOR APPROVAL PRIOR TO CONSTRUCTION.

2. STEEL JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE LOADS SHOWN ON THE STRUCTURAL DRAWINGS, AND PER STEEL JOIST INSTITUTE SPECIFICATIONS AND THE GOVERNING BUILDING CODE.

3. ALL JOISTS SHALL BE DESIGNED TO SUPPORT A SINGLE POINT LOAD OF 250 POUNDS APPLIED ANYWHERE ALONG THE LENGTH OF THE BOTTOM CHORD OR TOP CHORD IN ADDITION TO THE LOADS SHOWN ON THE STRUCTURAL DRAWINGS. THE JOISTS SHALL BE DESIGNED FOR THE OCCURANCE OF THE POINTS LOADS TO OCCUR IN ANY TWO ADJACENT PANELS. ROOF TRUSSES TO BE DESIGNED TO SUPPORT LOADS FROM BOTTOM CHORD PER ASCE 7.

4. ALL JOISTS SHALL BE DESIGNED TO SUPPORT A UNIFORM DEAD LOAD OF 6 PSF FROM THEBOTTOM CHORD. THIS LOAD MAY BE A PORTION OF THE UNIFORM DEAD LOAD SHOWN ON THE STRUCTURAL DRAWINGS.

5. ALL ROOF JOISTS SHALL BE DESIGNED FOR UNBALANCED SNOW LOADING PER ASCE 7 CHAPTER 7.6. ALL ROOF JOISTS SHALL BE DESIGNED FOR A [15] PSF MINIMUM NET WIND UPLIFT LOADING.7. JOISTS SHALL BE DESIGNED TO TRANSFER LATERAL LOADS SHOWN FROM BEARING SURFACE INTO THE

JOIST TOP CHORD. THE MINIMUM LATERAL LOAD SHALL BE 2000 POUNDS, EXCEPT AS NOTED8. JOIST DEFLECTION REQUIREMENTS:

LIVE LOAD = L/360, TOTAL LOAD = L/240. ROOF JOISTSLIVE LOAD = L/480, TOTAL LOAD = L/360. FLOOR JOISTS

9. ALL JOISTS SHALL BE WELDED TO SUPPORTS AS FOLLOWS:A. 'K-SERIES' JOIST: 1/8" x 2" FILLET WELD EACH SIDE, MINIMUMB. 'LH-SERIES' JOIST: 1/4" x 2" FILLET WELD EACH SIDE, MINIMUMC. 'G-SERIES' JOIST: 1/4" x 3" FILLET WELD EACH SIDE, MINIMUMD. A BOLTED CONNECTION IS REQUIRED AT CONNECTIONS TO COLUMNS AND OTHER LOCATIONS

REQUIRED BY OSHA10. ATTACHMENT OF ANY MISCELLANEOUS ITEMS TO STEEL JOISTS MUST BE APPROVED BY THE STRUCTURAL

ENGINEER.11. ALL JOIST DEPTH DIMENSIONS ARE OUT TO OUT OF TOP AND BOTTOM CHORDS.12. HORIZONTAL BRIDGING AND/OR X-BRIDGING SHALL BE DESIGNED AND FURNISHED BY JOIST

MANUFACTURER PER STEEL JOIST INSTITUTE AND OSHA REQUIREMENTS. HANGING OF MISCELLANEOUS ITEMS FROM BRIDGING IS NOT ALLOWED.

13. JOIST MANUFACTURER TO SPECIFY BEARING LENGTH TOLERANCES FOR EACH JOIST.14. ALL JOISTS SHALL BE ERECTED PER CURRENT OSHA REQUIREMENTS.

X. STEEL DECK

1. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE STEEL DECK INSTITUTE.

2. ROOF DECKINGA. TYPE B DECK - 1 1/2" DEEP x GA. AS INDICATED, GALVANIZED G60 ASTM A 653 DESIGNATION SS

GRADE 33 OR ASTM A 924.1.) MINIMUM ATTACHMENT REQUIREMENTS:

a. INTERIOR BEARING SUPPORTS - 5/8" DIA. PUDDLE WELDS AT [4] PER 36" WIDE SHEET.

b. AT SEAMS: 1 1/2" LONG SEAM WELDS @ [12”] OC.c. AT PARALLEL EDGE: 5/8" DIA. PUDDLE WELDS @ [18"] OC.d. AT EDGE CLOSURE TO FULL WIDTH SHEET: No.10 SCREWS @ 6"OC.e. EXTERIOR BEARING SUPPORTS: 5/8" DIA. PUDDLE WELDS AT [4] PER 36" WIDE

SHEET.B. TYPE N DECK - 3" DEEP x GA. AS INDICATED, GALVANIZED G60 ASTM A 653 DESIGNATION SS

GRADE 33 OR ASTM A 924.1.) MINIMUM ATTACHMENT REQUIREMENTS:

a. INTERIOR BEARING SUPPORTS: 5/8" DIA. PUDDLE WELDS AT 4 PER 24" WIDE SHEET.b. AT SEAMS: 1 1/2" LONG SEAM WELDS @ [12”] OC.c. AT PARALLEL EDGE: 5/8" DIA. PUDDLE WELDS @ [18"] OC.d. AT EDGE CLOSURE TO FULL WIDTH SHEET: No.10 SCREWS @4"OC.e. EXTERIOR BEARING SUPPORTS: 5/8" DIA. PUDDLE WELDS AT [4] PER 24" WIDE SHEET.

3. FLOOR DECKING:A. TYPE W DECK - DEPTH AND GAGE AS INDICATED, GALVANIZED G60 VENTED COMPOSITE TYPE,

ASTM A 653 DESIGNATION SS GRADE 33 OR ASTM A924. 1.) MINIMUM ATTACHMENT REQUIREMENTS:

a. INTERIOR BEARING SUPPORTS: 5/8" DIAMETER PUDDLE WELDS OR POWDER ACTUATED FASTENERS AT [4] PER 36" WIDE SHEET.

b. SEAMS: 1 1/2" LONG SEAM WELD OR BUTTON PUNCHES @ [24"] OC.c. PARALLEL EDGE: 5/8" DIA. PUDDLE WELDS OR POWDER ACTUATED FASTENERS @ [24"] OC.d. EDGE CLOSURE TO FULL WIDTH SHEET: No.10 SCREWS @ [8"] OC.e. EXTERIOR BEARING SUPPORTS - 5/8" DIA. PUDDLE WELDS OR POWDER ACTUATED FASTENERS

AT [4] PER 36" WIDE SHEET.B. PROVIDE 14 GA. MIN. EDGE CLOSURE PIECES, REFER TO DETAILS.C. SHEAR STUD CONNECTORS MAY BE SUBSTITUTED FOR WELDS OR POWDER ACTUATED FASTENERS

ON A ONE TO ONE BASIS.D. CONCRETE FILL THICKNESS SHOWN ON FRAMING PLANS AND DETAIL SHEETS ARE MINIMUM

THICKNESS. NO ALLOWANCES HAVE BEEN SHOWN FOR ADDITIONAL CONCRETE FILL REQUIRED TOCOMPENSATE FOR BEAM OR DECK DEFLECTIONS AND TO MAINTAIN SURFACE TOLERANCES SPECIFIED.

4. METAL DECK PANELS ARE TO BE THREE-SPAN CONTINUOUS WHERE EVER POSSIBLE.5. AT COMPOSITE DECK SPANS WHERE BEAM CENTERLINES ARE EQUAL TO OR GREATER THAN 11'-6" - USE 3

SPAN DECK CONDITION ONLY OR PROVIDE SHORING IF LESS THAN 3 SPAN CONDITION IS USED.6. SECTIONS, EDGE FORMS AND FLASHING ARE EXPECTED TO SPAN WITHOUT SHORING. IF SHORING IS

DESIRED TO PREVENT EXCESSIVE DEFLECTIONS, CONTRACTOR SHALL PROVIDE SHORING AT NO EXTRA EXPENSE. CONTRACTOR MAY USE A HEAVIER GAUGE TO AVOID SHORING.

7. ALL EDGE FORMS, CLOSURE PLATES, FLASHING ETC. IF NOT NOTED, SHALL BE 16-GAGE MINIMUM CONFORMING TO THE SAME REQUIREMENTS AS THE DECK. SEE METAL DECK DETAILS.

8. MINIMUM BEARING OF DECKING ON SUPPORTS SHALL BE 2".9. SUPPORT SHALL BE PROVIDED AT ALL EDGES OF OPENINGS IN STEEL DECKS. REFER TO DETAILS.10. MISCELLANEOUS ITEMS SUCH AS SUSPENDED CEILING SYSTEMS AND LIGHT FIXTURES SHALL NOT BE

HUNG DIRECTLY FROM STEEL DECK, EXCEPT USING SPECIFIC METHODS SHOWN IN THE TYPICAL STRUCTURAL DETAILS.

VII. LIGHT GAGE STEEL FRAMING

1. ALL STUDS SHALL BE MANUFACTURED BY MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA), CHICAGO, IL.

2. INSTALLATION SHALL COMPLY WITH ASTM C 1007 AND AISI STANDARD: NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING-GENERAL PROVISIONS.

3. MATERIAL SHALL COMPLY WITH: A. ASTM A 653 SS.B. GRADE 33 FOR 33 AND 43 MIL MATERIAL.C. GRADE 50 FOR 54, 68 AND 97 MIL MATERIAL.D. THE PHYSICAL AND STRUCTURAL PROPERTIES LISTED UNDER ICBO ER-4943P SHALL BE

CONSIDERED AS THE MINIMUM PERMITTED FOR ALL STRUCTURAL COLD-FORMED FRAMING AND ASSOCIATED ACCESSORIES.

4. FASTENERS:CONNECTIONS SHALL BE MADE WITH SELF-DRILLING, SELF-TAPPING SHEET METAL SCREWS OR POWDER ACTUATED FASTENERS (PAF), AS SHOWN IN TYPICAL DETAILS. SCREW FASTENERS SHALL BE ORGANIC-POLYMER (CADMIUM WITH CHROMATE) COATED FORCORROSION RESISTANCE. HILTI "KWIKCOTE OR ELCO "STALGARD". SCREW FASTENERS SHALL BE INSTALLED SO THAT PENETRATION OF THE SCREWS THROUGH JOINED MATERIAL SHOULD NOT BE LESS THAN 3 EXPOSED THREADS AND AT A SPACING AND EDGE DISTANCE NOT LESS THAN 3 SCREW DIAMETERS.

5. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH THE LATEST AMERICAN WELDING STANDARDS D1.1 AND D1.3. WELDS SHALL BE FILLET OR GROOVE TO MATCH THE THINNEST MATERIAL BEING JOINED.

6. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR AND ANGULAR FIT AGAINST ABUTTING MEMBERS.

7. ALL FIELD CUTTING OF STUDS SHALL BE DONE BY SAWING OR SHEARING. 8. SPLICES IN STUDS, JOISTS, OR OTHER MEMBERS ARE NOT PERMITTED.9. FOR AXIAL LOAD BEARING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT

ADEQUATE BRACING IS IN PLACE UNTIL SHEATHING IS PROPERLY ATTACHED TO BOTH STUD FLANGES. 10. TOUCH-UP ALL WELDS (IF USED) WITH ZINC RICH PAINT.11. THE DESIGN OF THE TRUSSES SHALL INCLUDE EFFECTS OF ANY ECCENTRICITY IN THE JOINTS. DESIGN OF

TRUSSES, TRUSS TEMPORARY AND PERMANENT BRACING AND DETAILS OF TRUSS CONNECTIONS IN ACCORDANCE WITH CURRENT AISI STANDARDS AND FOR THE LOADS INDICTED ON THE STRUCTURAL DRAWINGS. THE CALCULATIONS AND SHOP DRAWINGS CONSISTING OF TRUSS LAYOUT PLANS, AND TRUSS DETAILS, SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. ANY BOTTOM CHORD BRACING SHOWN ON PLANS SHALL BE THE MINIMUM REQUIRED. THE TRUSS MANUFACTURER SHALL PROVIDE ADDITIONAL LINES AS REQUIRED PER TRUSS DESIGN. ALL WEB MEMBERSIN COMPRESSION SHALL BE LATERALLY BRACED, UNLESS THE STRUCTURAL CALCULATIONS PROVE THAT NONE IS REQUIRED.

12. EACH JOIST, RAFTER, TRUSS, AND STRUCTURAL WALL STUD (ABOVE OR BENEATH) SHALL BE ALIGNED VERTICALLY ACCORDING TO THE LIMITS DEPICTED IN THE TYPICAL DETAILS.

13. SILL PLATES ARE TO BEAR FULLY ON THE TOPS OF THE FOUNDATION WALLS AND/OR SLABS. THE TOPS OFALL FOUNDATION WALLS/SLABS SHALL BE SMOOTH AND LEVEL. THE TOPS OF FOUNDATION WALLS/SLABS SHALL BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM GRADE IS +/- 1/8 INCH AND THE DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 INCH ALONG A 10 FOOT STRAIGHT EDGE. GROUT SHALL BE USED TO COMPENSATE FOR UNEVENNESS OF FOUNDATIONS FOR UP TO ¼" GAP BETWEEN THE BOTTOM TRACK AND FOUNDATION.

STRUCTURAL DRAWING INDEX

ISSUED FOR: DRAWING LIST

MS

U R

EV

ISIO

NS

- 0

3/3

0/1

8

PE

RM

IT -

03/0

2/1

8

X X S1.01 GENERAL NOTES & SHEET INDEX

X X S1.02 TYPICAL CONCRETE DETAILS

X X S1.03A TYPICAL METAL STUD DETAILS

X X S1.03B TYPICAL METAL STUD DETAILS

X X S1.04 TYPICAL WOOD DETAILS

X X S2.0 FOUNDATION AND FLOOR PLAN

X X S2.1 ROOF PLAN

W.

bc

c

REV. DESCRIPTION DATE

REVIEWED BY:

DRAWN BY :

SHEET

DATE

2018-03-30

Consultant #:

MSU-CPDCMONTANASTATE UNIVERSITYBOZEMAN, MONTANAPHONE: 406.994.5413FAX: 406.994.5665

MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

PPA#17-0102

A/E#2018-02-02

GENERALNOTES & SHEET

INDEX

S1.01

7 TOTAL NUMBER OF SHEETS7

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

INTERSECTION CORNER

ALTERNATEBENDS TYP.

SINGLE CURTAIN

2#5 VERT.TYP. U.O.N.

LAP

TYP

CORNER BARMAY BE USED IN LIEU OF BEND

LA

P

HO

RIZ

SP

LIC

E

CONTROL JOINT - SPACE @ 15' (MAX) O/C(WHERE CONTINUOUS POUR IS USED)

WATERPROOFINGMEMBRANE PER ARCH DWGS AND GEOTECH RECOMMENDATIONS, TYP

ALTERNATE:SAWCUT WITHIN 24 HOURSOF PLACING CONC.

CONTINUE 50% OFTRANSVERSE REINF.

THRU JOINT

SLA

B

SE

E P

LA

N

1" DEEP TOOL JOINT w/

1/4" MAX. EDGE RADIUS

3 EQ. SPACES(KEY)

8"

MIN

.

TYP LAP

TOOLED JOINT

SLA

B

SE

E P

LA

N

1'-0" 6" 1'-0"

CONSTRUCTION JOINT

SLAB-ON-GRADE PER PLAN. REINFORCE W/ #3 @ 18" O/C EA WAY. 1 3/4" CLR TOP BARS

TO TOP OF SLAB

#3 CONT EA SIDE OF JOINTDEPRESSED SLAB CONDITION

"t"TYPICAL TOCSLAB ELEVATION, SEE PLAN

THIS POINT SHOWN ON PLAN THUS:

(12

" M

AX

)

DE

PR

ES

SIO

N "

t"S

EE

PLA

N

SE

E P

LA

NS

LA

B OR 6t

1'-6" MIN

CRUSHED ROCK BASE OVER STRUCTURAL FILL PER ARCH DWGS AND GEOTECH RECOMMENDATIONS, TYP

NOTES:1. CLASS "A" SPLICES SHALL BE USED WHEN ONE-HALF OR LESS OF

THE TOTAL REINFORCEMENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH.

2. CLASS "B" SPLICES SHALL BE USED WHEN MORE THAN ONE-HALF OF THE TOTAL REINF IS SPLICED WITHIN THE REQUIRED LAP LENGTH.

3. db = NOMINAL DIAMETER OF REINF BAR.4. LAP LENGTHS SHOWN IN THE SHCEDULE ARE CATEGORY 4

SPLICES, BASED ON A MINIMUM CONCRETE COVER GREATER THAN db AND A CENTER-TO-CENTER BAR SPACING GREATER THAN OR EQUAL TO 6db.

5. FOR BARS IN OTHER CATEGORIES NOT MEETING THE LIMITATIONS IN NOTE #4, DETAIL ACCORDING TO ACI STANDARD 315, MANULA OF STANDARD PRACTICE FORE DETAILING REINFORCED CONCRETE STRUCTURES.

6. "TOP" BARS ARE HORIZONTAL REINFORCING WITH MORE THAN 12" OF CONCRETE BELOW THE BAR.

7. "OTHER" BARS ARE ALL VERTICAL, ALL HORIZONTAL WALL REINFORCING, AND HORIZONTAL REINFORCING WITH LESS THAN 12" OF CONCRETE BELOW THE BAR.

8. GRADE 40 IS ACCEPTABLE FOR #3 BARS.9. SMALLER BAR LAP LENGTH MAY BE USED WHEN SPLICING

DIFFERENT SIZE BARS.10. LAP SPLICES ARE NOT PERMITTED IF MECHANICAL SPLICES ARE

SHOWN. 11. NON-CONTACT LAP SPLICED BARS SHALL NOT BE SPACED

TRANSVERSELY FURTHER APART THAN 20% OF THE REQUIRED LAP LENGTH OR 6 INCHES.

12. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS UNLESS OTHERWISE SHOWN.

13. BUNDLED BAR SPLICES: A) INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL NOT OVERLAP EACH OTHER. B) INCREASE LAP LENGTH 20% AT THREE BARS, 33% AT FOUR BARS.

REINFORCING BAR SPLICE & STRAIGHT DEVELOPMENT LENGTHS SCHEDULE

NORMAL WEIGHT CONCRETESEC 1912.2.2 (SEE NOTE BELOW)

NOTE: PROVIDE 30% LONGER LAP LENGTH FOR LIGHT WEIGHT CONCRETE.

TE

NS

ION

S

PLIC

E

f'c (

psi)

BAR SIZE (GR. 60)

#3 #4 #5 #6

21"

16"

18"

TOP 28"

22"

25"

36"

27"

31"

43"

33"

37"

3000

4000

>=

5000

CLA

SS

A S

PLIC

E &

S

TR

AIG

HT

D

EV

ELO

PM

EN

T

LE

NG

TH

S, "L

"

CLA

SS

B

3000

4000

>=

5000

OTHER

TOP

OTHER

TOP

OTHER

TOP

OTHER

TOP

OTHER

TOP

OTHER

14'

17'

13'

28'

21"

24"

18"

22"

17"

19"

22"

17"

37"

28"

32"

28"

22"

25"

24"

28"

21"

46"

36"

40"

31"

36"

28"

28"

33"

25"

55"

43"

48"

37"

43"

33"

2'0'

SLEEVES 2" LARGERTHAN O.D. OF PIPES

PIPE THRUSTEM WALL

6"

3'-0"

BOTTOMOF FOOTING

SECTION ELEVATION

NOTE:

FOR PIPES 3'-0" OR LESS BELOW FOOTING PROVIDE SLEEVE AND CONCRETE AS SHOWN, MORE THAN 3'-0" COMPACT BACKFILL OVERPIPE TO 90% AS APPROVED BY SOILS ENGINEER OR USE STEPPED FOOTING BELOW PIPE

"D" OF SLEEVE

PA

SS

TH

RU

ST

EM

WA

LL

FO

R P

IPE

S IN

TH

IS A

RE

A,

LO

WE

R F

OO

TIN

G S

O P

IPE

S "D" + 1'-6"

2

2

1

1

NOTE:THE CONTRACTOR SHALL BE RESPONSIBLEFOR SHORING, SHEATHING OR OTHERWISEMAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE-INS UNTIL ALL BACKFILL IS COMPLETED PER SPECIFICATIONS.

BOTTOM OF TRENCH EXCAVATION SHALL NOT EXTEND BELOW THIS LINE

BACKFILLPER SOILS REPORT

10'-0" MIN

EXCAVATION

TRENCH

WIDTH

FOOTING 1'-6" MIN

MAX OFFSET BENDPRINCIPAL REINFORCING

90° HOOK 180° HOOK

NOTES:

1. ALL BENDS SHALL BE MADE COLD.2. #14 AND #18 BARS SHALL BE BEND-TESTED AND APPROVED PRIOR TO BENDING.

6d AT #5 OR SMALLER BARS OR 12d AT #6TO #8 BARS

6d AT #8OR SMALLERBARS

TIES AND STIRRUPS ONLY:#3 : D = 1 1/2"#4 : D = 2"#5 : D = 2 1/2"#6 : D = 4 1/2"

1

6

d

90° HOOKTIE OR STIRRUP

135° HOOKTIE OR STIRRUP

.4d OR 2 1/2" MIN

d

.

D

D

12d

D D

BRICK VENEER, S.A.D. ATTACH TO WALL PER 1/S3.2.

EXT SHTG PER PLAN

METAL STUD BEARING WALL PER PLAN AND TYP DETAILS

FLASHING BY OTHERS AS REQ'D

PROTECTIVE COVERING TO EXTEND MIN OF 6" BELOW

FINISHED GRADE

FINISH GRADE

CONT REINF PER PLAN

TRANS. REINF PER PLAN

NON-FROST SUSCEPTIBLE SUBGRADE PER GEOTECH REPORT, TYP.

SOG PER PLAN AND TYP DETAILS

MIN

, T

YP

2'-0

"

RIGID INSULATION

(R-10 MIN.) TYP

TY

P.

1'-4"

MIN

2'-0" PAST FDN EDGE

EXTEND INSULATION

PLAN

PER

LAP LENGTH

11

1

1

LAP LENGTH

(E) FOUNDATION WALL

SOG PER PLAN AND TYP. DETAILS

TRANS. REINF PER PLAN

PER PLAN

PLA

N

PE

R

NON-FROST SUSCEPTIBLE SUBGRADE PER GEOTECH REPORT, TYP.

CONT REINF PER PLAN

PE

R P

LA

N

W.

bc

c


REVIEWED BY:

DRAWN BY :

SHEET

DATE

2018-03-30

Consultant #:


MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

PPA#17-0102

A/E#2018-02-02

TYPICALCONCRETEDETAILS

S1.02

3/4" = 1'-0"4 TYP CONCRETE WALLREINFORCING

3/4" = 1'-0"5 TYP SLAB-ON-GRADE

3/4" = 1'-0"6 TYP REINF BAR SPLICE &DEVELOP. SCHEDULE

3/4" = 1'-0"7 EXCAVATION PERPENDICULARTO FOOTING

3/4" = 1'-0"8 EXCAVATION PARALLEL TOFOOTING

3/4" = 1'-0"9 STANDARD HOOK AND TIEDETAILS

1" = 1'-0"11 TYP. FROST PROTECTED SLABEDGE

1" = 1'-0"10 TYP. FOUNDATION WALL

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

BOTTOM TRACK ATTACHED W/0.145" ØPOWER DRIVEN FASTENERS @ 16"OC @EXTERIOR WALLS & @ 32"OC ATNON-BEARING PARTITIONS TO CONC FLOORSEE TYP METAL STUD NOTES

(2)-#10 SELF-TAPPING SCREWS, SEETYP METAL STUD NOTES

STUD

600T150-43

1/4-14 SMS SPACINGPER SCHED

A

A

BB

SCREW SPACING1/4x14 SCREWS

ROUGH OPENINGWIDTH, L

STUD SIZESCREW SPACING

L<9'-8" 600S137-54

A

SEGMENTLENGTH

SCREWSPACING

0.25L 12"

C

12" 12"0.1L

BUILT-UP BOX HEADER

BUILT-UP BOX HEADER SCHEDULE

HEADER SECTION A-A

SECTION B-B

ADD STUD (TYP)

MIN (2) FULL HT STUDS EA JAMB

HEADERSEE SCHEDULE

TRACK

600S150-54 TRACK

STUD PER SCHEDULE BELOW

STUD AT END OFHEADER PLATE TYP

#10 SMS @ 16"OC

1/8 6TYP

1/8 1-1/2@12

OPTIONALFIELD

WELDINGIN LIEU

OFSCREWS

SHOWN

OPENING WIDTH, L

1/8 1-1/2@12TYP

AT

TR

AC

KS

TY

P1

1/2

" M

IN L

IP

12".

A B C B A

B

SEGMENTLENGTH

SCREWSPACING

SCREWSPACING

O

F S

LO

TT

ED

HO

LE

&

SC

RE

W

2"

SLIP TRACK 18 GAW/ 2" LEG16 GAUGE TRACK AT STUD HT>15'-0"

#10 SDS W/ WAFERHEAD EA SIDE OFSTUD

1" LENGTH VERTICAL SLOTTEDHOLE ES AT LEG OF TRACKCENTERED ON SCREW

METAL STUD

1-1

/2"

CL

R1

/8"

TY

P

16 GA PLATE W/ (3)#8 SMS AT EA SIDE

NOTES FOR OPENING: OPENING IS NOT BY DRYWALL CONTRACTOR NOR PRE-PUNCHED BY STUD SUPPLIER. CONTRACTOR CUT HOLES SHALL USE METHOD NOT INVOLVING FLAME CUTTING

MAX FIELD CUT HOLE SMALL NOT EXCEED 1/3 MEMBER DEPTH

TRACK SPLICE

TYP FRAMING AT CORNER

EXTERIOR CORNER(PLAN VIEW)

INTERIOR CORNER

TYP HEADER INFO AT STRUCTURAL WALLSS1.03A

7

EXTERIOR CORNERS

PROVIDE A TYPICAL WALL STUD NEXT TO THE BOX TYPICAL AT EACH SIDE

SEE WALL SECTION FOR FINISHES

PROVIDE CORNER BOX FORMED BY MINIMUM UNO ON PLANS (2)362S162-54, 50KSI AND (2)362T162-54, 50 KSI SECTION W/ #10 SMS @ 12"OC ENTIRE HEIGHT TYP

6" TYP 3" MIN

(2) 3/8"Ø WEDGE ANCHOR (2-1/2" MIN EMBEDMENT)

6" 6"

(2) 3/8"Ø WEDGE ANCHOR (2-1/2" MIN EMBEDMENT)

METAL STUD

POST - SEE SCHEDULE

LEG TRACK 16 GA MIN

LEG TRACK 16 GA MIN

PLAN AT END OF TRACK

PLAN AT CONTINUOUS TRACK

ROOFING SEE ARCH

L5x3 1/2x1/4 LLV CONT.

ROOF DECK SEE PLAN

BLOCKING, SEE 12/S1.03A

SIM

JOIST, SEE PLAN

1/84 @ 12

CONT. BLOCKING, SEE 12/S1.03A SIM

BOX COLUMN PER PLAN AND TYP. DETAIL 3/S1.03B

3

S1.03B

SIMPSON BT GALV CORRUGATED TIE

MOISTURE BARRIER

WALL STUD (CFS STUD CONDITION SIM)WALL SHEATHING

16" HORIZONTAL (MAX)

18" VERTICAL (MAX). 8d RING SHANK NAIL

(GALV) AT WOOD STUD, #10 SCREW AT CFS STUD. LOCATE FASTENER WITHIN 1/2" OF BEND IN CORRUGATED TIE

NOTE: PROVIDE 1" NOMINAL AIR SPACE BETWEEN SHEATHING AND VENEER. SEE ARCH DWGS & SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

1/8

BLOCKINGWEB TO

STUD WEB

JOIST

600S162-33 BLOCKING

JOIST

1/8 1 1/2"

1" RETURNSAT FOURCORNERS

1/8

BLOCKINGFLANGE TO

STUDFLANGE

3 5/8" WIDE (MIN.)CLIP, SAME GAGEAS JOIST. DEPTHSHALL BE 2" LESS THAN JOIST DEPTH

1 1/2"

W.

bc

c


REVIEWED BY:

DRAWN BY :

SHEET

DATE

2018-03-30

Consultant #:


MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

PPA#17-0102

A/E#2018-02-02

TYPICAL METALSTUD DETAILS

S1.03A

3/4" = 1'-0"3 TYPICAL WALL ANCHOR DETAILBEARING & NON-BEARING WALL

3/4" = 1'-0"7 TYPICAL HEADER DETAILS

3/4" = 1'-0"6 TYPICAL SLIP TRACK DETAILFOR EXTERIOR WALL

3/4" = 1'-0"5 FIELD CUT OPENINGREINFORCING DETAILS

3/4" = 1'-0"4 TYPICAL STUD WALL DETAILS

3/4" = 1'-0"2 TYPICAL WALL CORNER STUDSECTION

3/4" = 1'-0"9 LEG TRACK AT MULTIPLE STUDCONNECTION DETAIL

1" = 1'-0"10 FRAMING SECTION

3/4" = 1'-0"11 STONE VENEER ANCHORAGE ATWOOD WALL

1 1/2" = 1'-0"12 TYP. BLOCKING DETAIL

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

362T125-54 TRACKS CONT MINMUM

SILL TRACK FASTENER - SEE

SHEAR WALL SCHED


362S162 MINIMUM STEEL STUD, TYP AT SHEAR WALL.

FOR SIZE & NUMBER OF STUDS SEE NOTE 9

BLOCKING WHERE SHEATHING LESS THAN FULL HEIGHT (SIZE AND

GAGE TO MATCH STUDS)


TOP OF FLOOR PLY

EDGE FASTENERS - SEE SHEAR WALL SCHED

FIELD FASTENERS -SEE SHEAR WALL SCHED

BOUNDARY MEMBER - SEE NOTE #8

SHEATHING - SEE NOTE 1 OR SHEAR WALL SCHED

TOP OF FLOOR PLY

SILL/CONCRETE ANCHOR -SEE SHEAR WALL SCHED

ADDED BARS PER DETAIL 5/SX.X

SECTION A-A

A

PLAN OF BRACING DETAIL

SECTION THRU BRACING DETAIL

A

SP

AC

ING

PE

R

SE

CT

ION

A-A

CL OF BRACING

STUDS

TOP SUPPORT

STUDS

BOTTOMSUPPORT

WALL COVERING

STUDS

20 GAx1-1/2" STRAPOR 1-1/2" COLD-ROLLEDCHANNEL

PIECE OF TRACK OR STUD AS BLOCK. FOR 20 GA AND LESS CUT FLANGES OF TRACK. BEND WEB AND SCREW TO STUD W/ (2)#10 SCREWS. FOR 18, 16, AND 14 GA WELD

NOTES:WHERE WALL COVERING OCCURS ONE SIDE, BRACING IS REQUIRED ON THE OTHER SIDE.

BRACING AND CLOCKING IS NOT REQUIRED WHERE COVERING OCCURS ON BOTH SIDES EXCEPT AS REQUIRED BY MFR FOR CONSTRUCTION LOADS.

DISTANCE FROM TOP OF WALL COVERING TO CL OFBRACING NOT TO EXCEED MAX SPACING AS INDICATED

#10 SMS EACH STUD FLANGE TO TRACK

CONT TOP TRACK(ATTACHED TO STRUCTURE)

PIECE OF TRACK OR STUDSAME GAGE AS STUDS, ASBLOCKING AT EACH END OFWALLS AND 8'-0"OC MAXIN BETWEEN

WALL COVERING (ONE SIDE ONLY) ATTACHMENT PER IBCMINIMUM OF FOUR SCREWSPER BLOCK

20 GA x1-1/2" WIDE STEEL STRAP OR 1-1/2" COLD-ROLLED CHANNEL CONTINUOUS BETWEEN BLOCKING PIECES, ONE #10 SCREW TO EACH STUD FLANGE AND FOUR TO EACH BLOCKING PIECE

STUDS

PIECE OF TRACK OR STUDSAME GAGE AS STUDS. ASBLOCKING AT EACH END OFWALLS AND @ 8'-0"OC MAX IN BETWEEN

WELDED CONNECTION FOR 18, 16AND 14 GA PER ABOVE PLAN. FOR20 GA AND LESS CUT FLANGESAS PER SECTION THROUGH BRACINGDETAIL ABOVE

STUDS

SPLICE IN STRAP OR CHANNEL (WHERE REQ'D)

CONT STRAP OR COLDROLLED CHANNEL W/TRACK BLOCKING

CONT BOTTOM TRACK(ATTACHED TO STRUCTURE)

1/8

18, 16 & 14GA BLOCK

TO STUD

18"

MA

X

TY

P

3'-0

" M

AX

TOP TRACK

CONT. BLOCKING, SEE 12/S1.03A SIM

BLOCKING, SEE 12/S1.03A

SIM

BOX. COL. PER PLAN

4-#10 SCREWS

L3x3x3x12 GA. CLIP

JOIST END W/ FULL BEARING ON BLOCKING

1/8TYP.

BOT OF METAL DECK

NOTE:1. ALL STUDS SHALL BE SPACED @ 16" OC MAXIMUM UNO2. EACH FLANGE OF STUD SHALL BE CONTINUOUSLY

BRACED. SEE TYP STUD WALL DETAIL3. SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES,

LOCATIONS, DIMENSIONS, AND FIRE/NOISE RATING REQUIREMENTS.

STUD SIZE MAX HEIGHTSECTION PROPERTIES

AREA (IN²)

EXTERIOR METAL STUD SCHEDULE

Ix (IN ) Sx (IN³)

REMARKS4

600S162-43 0.447 2.316 0.76716'-0"

SLIP TRACK

600T150-54

362S125-33 0.215 0.421 0.23213'-0" 362T125-33

EXTERIOR

INTERIOR 16 GA TRACKTYP

COPE WEBOF TRACKTYP

(2)#10 SMS TYP WALL STUD @ 16"OC

TRACK TO BOTTOM OF METAL DECK

MINIMUM ONE JACK STUDAND ONE KING STUD TYP

JACK STUD (TYP)

6" MAX

6'-0" MAX

OPENING WIDTH

NOTES: DETAIL ONLY APPLIES TO PARITION WALLS AT INTERIOR OF BUILDING

VENEER R.O.

MIN. BEARING

HEADER PER TYP. DETAILS

STEEL LINTEL ANGLE PER SCHEDULE BELOW

STEEL LINTEL SCHEDULE: (FOR 4" THICKNESS OF WALL, HOT DIPPED GALVANIZED)

MARK OPENING WIDTH ANGLE SIZE BEARING LENGTH

L1 UP TO 6'-0" L3-1/2x3-1/2x1/4 4"

W.

bc

c


REVIEWED BY:

DRAWN BY :

SHEET

DATE

2018-03-30

Consultant #:


MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

PPA#17-0102

A/E#2018-02-02

TYPICAL METALSTUD DETAILS

S1.03B

1" = 1'-0"4TYP PLYWOOD SHEAR WALL

3/4" = 1'-0"10TYPICAL STUD WALL DETAIL

1 1/2" = 1'-0"3 FRAMING SECTION 2 1" = 1'-0"9 METAL STUD SCHEDULE

3/4" = 1'-0"6 TYP. HEADER AT RESIDENTIALNON-BEARING WALL

1" = 1'-0"12 VENEER SUPPORT AT HEADER

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

SILL (QTY PER SCHEDULE) TYP T&B OF OPENING. NO SPLICE

HDR PER SCHEDULE, UNO ON PLAN. IF BUILT-UP, SISTER W/ 16d AT 6" o.c., STAGGERED FROM EA SIDE, TYP

A35 CLIP, QTY PER SCHEDULE. 4- PLACES WHERE SHOWN. WHERE 2- INDICATED PLACE ON BOTH SIDES OF MEMBER

HOLDOWN PER PLAN & TYP DETAIL

SILL BOLTS PER TYP DETAIL & SHEAR WALL SCHEDULE

6- 16d TYP TO HDR

JAMB STUD(S) PER SCHEDULE. SHEAR WALL

END POST AT SHEAR WALL

CRIPPLE AND JAMB STUDS PER SCHEDULE. TOTAL CRIPPLE + JAMB BUILT-UP POST PER

SCHEDULE IS MINIMUM, SEE PLANS FOR LARGER SIZES WHERE REQUIRED. IF SOLID (I.E. 6x6 POST

IS NOTED ON PLAN, REPLACE JAMB STUDS PER SCHEDULE WITH SOLID POST PER PLAN. SISTER

EACH PIECE W/ 10d AT SPACING PER SHEAR WALL SCHEDULE, 6" o.c. MAX.

HDR SPAN

WHERE HDR WIDTH IS LESS THAN STUD WIDTH, BLOCK SOLID ABOVE CRIPPLE STUD(S)

SPAN

3'-6" OR LESS

6'-6" OR LESS

10'-0" OR LESS

HEADER (MIN) UNLESS NOTED

OTHERWISE ON PLANS

(3) 2x6

(3) 2x8

(3) 2x10

CRIPPLES

1- 2x6

2- 2x6

2- 2x6

JAMBS (MIN)

1- 2x6

1- 2x6

2- 2x6

SILL QTY

1- 2x6

2- 2x6

3- 2x6

A35QTY

1- 2x6

2- 2x6

2- 2x6

W.

bc

c


REVIEWED BY:

DRAWN BY :

SHEET

DATE

2018-03-30

Consultant #:


MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

PPA#17-0102

A/E#2018-02-02

TYPICAL WOODDETAILS

S1.04

NTS6 HEADER FRAMING

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

S.O.G.

1. SEE S1.01 FOR GENERAL NOTES.

2. SEE S1.02 FOR TYPICAL CONCRETE DETAILS. SEES1.03A AND S1.03B FOR TYPICAL METAL STUD DETAILS.

3. VERIFY ALL DIMENSIONS SHOWN WITH ARCH DRAWINGSAND NOTIFY STRUCTURAL ENGINEER FOR ANYDESCREPANICES BETWEEN BOTH DOCUMENTS BEFOREPROCEEDING WITH WORK.

4. SEE ARCHITECTURAL DRAWINGS FOR WATER PROOFING.

5. SEE ARCHITECTURAL DRAWINGS FOR T.O. FOOTING,T.O. STEMWALL, AND T.O. SLAB ELEVATIONS.

6. SEE ARCHITECTURAL DRAWINGS FOR SLAB SLOPE,DRAIN AND CONDITIONS AT EDGE OF SLABS ANDCURBS.

7. ALL LOAD BEARING, SHEAR, AND EXTERIOR WALLSSHALL BE 2x6 METAL STUDS @ 16" OC, AS A MINIMUM. ACTUAL WALL MAY NEED TO BE LARGER DUE TO PLUMBING, INSULATION RATING, OR ARHICTECTURALCONSIDERATIONS. S.A.D. FOR WALL ASSEMBLIES.

8. ALL BEAM BEARING ON WALL, PROVIDE MINIMUMOF BUILT-UP 2x COLUMN TO MATCH WIDTH AND WALL DEPTH, U.N.O. ON PLANS.

PLAN NOTES:

11

S1.02

10

S1.02

MARK

WF1

WF2

WIDTH

2'-0"

1'-0"

LENGTH

CONT

CONT

DEPTH

DETAIL

8"

REINFORCEMENT

(3) #4 CONT, #4 @ 24" OC TRANS

(2) #4 CONT, #4 @ 24" OC TRANS

FOOTING SCHEDULE

(N) WF1TYP. @ (N) EXTERIOR FDN WALLS

(N) WF2

10

S1.02

11

S1.02

(N)

OP

EN

ING

(N) WF2

(N) WF1

PL1

PL1

PL1

CO

NS

TR

UC

TIO

N J

OIN

T P

ER

5/S

1.0

2(C

EN

TE

R O

F S

LA

B)

SIDEWALK

LEGEND:

INDICATES NEW WALL FRAMING ABOVE

INDICATES WALL FOOTING BELOW

INDICATES PLYWOOD SHEARWALL & MINIMUM SHEAR WALL LENGTH, SEE SHEAR WALL SCHEDULE

#*X'-X"

INDICATES EXISTING WALL

S.O.G. INDICATES SLAB ON GRADE REINF. w/ #4 @ 18" o.c. EA. WAY CENTERED, TYP. REF. 5/S1.02. (ALT: USE 6x6 W1.4xW1.4 AT MID-DEPTH.)

WF## WALL FOOTING, SEE SCHEDULE

PLYWOOD SHEAR WALL SCHEDULE

MARK (SEE PLAN)

MINIMUM WALL STUD

GAGE

PL1 18 6" OC 12" OC

PLYWOOD FASTENING1,2,6

EDGE (EN) FIELD (FN)

1

No OF SIDES5

CONCRETE ANCHORS

RAWL "SPIKES

HILTI X-ZF SHOT PINS

3

OR

SILL TRACK FASTENER SPACING

NOMINAL SHEAR LOAD PER LINEAR

FT

ALLOWABLE SHEAR (ASD)

LOAD PER LINEAR FT (NOTE #10 IN SHCHEDULE 5/-)

4

780 PLF 312 PLF36"OC 4" OC --

NOTES:1. 15/32" STRUCTURAL-1 SHEATHING (4-PLY)2. FRAMING SCREWS SHALL BE No 8 5/8" WAFER HEAD SELF DRILLING. PLYWOOD SCREWS SHALL BE A MINIMUM No 8 BY 1" FLATHEAD WITH A MINIMUM HEAD DIAMETER OF

0.292 INCH.3. CONCRETE ANCHORS TO BE 3/8"x2" RAWL "SPIKES" (Vallow = 1770 LBS) PR .145"x1-1/4" HILTI X-ZF SHOT PINS (Vallow = 260 LBS)4. SILL TRACK FASTENERS TO BE #8 SMS (Vallow = 344 LBS) OR TO MATCH SHEAR WALL FASTENERS.5. INSTALLATION OF PLYWOOD MUST BE IN ACCORDANCE TO ICC EVALUATION XX AND THE MANUFACTURER'S PUBLIUSHED INSTALLATION INSTRUCTIONS. ALL PANEL

EDGES MUST BE FULLY BLOCKED BY FRAMING STUDS AND ARE DOUBLED (BACK-TO-BACK) AT SHEAR WALL ENDS MINUMUM, UNLESS HOLDOWNS ARE REQUIRED - SEE PLANS & ELEVATION DETAIL

6. SCREWS SHALL BE PLACED AT LEAST 3/8" FROM PANEL EDGE AND AT LEAST 1/4" FROM THE EDGE OF CONNECTION MEMBERS. SCREW HEADS MUST BE FLUSH WITH THE PANEL SURFACE AND PENETRATE INTO THE COLD-FORMED STEEL FRAMING MEMBERS BY AT LEAST THREE EXPOSED FULL DIAMETER THREADS.

7. IF NO HOLDOWN IS INDICATED ON PLAN, HOLDOWN LOAD IS ZERO.8. ALL LIGHT GAGE BOUNDARY STUDS SHALL BE UNPUNCHED. 9. GAGES SHOWN FOR STEEL STUDS AT SHEAR WALL SCHEDULE ARE MINIMUM UNLESS HEAVIER GAGES AND NUMBER OF STUDS ARE REQUIRED PER WALL STUD

SCHEDULE ON 9/S1.03B.10. ALL EXTERIOR WALLS ARE SHEAR WALLS, UNO.

9

3/8" = 1'-0"1 Foundation and Floor Plan

W.

bc

c


REVIEWED BY:

DRAWN BY :

SHEET

DATE

2018-03-30

Consultant #:


MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

PPA#17-0102

A/E#2018-02-02

FOUNDATIONAND FLOOR

PLAN

S2.0

TYP.

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

, SEE ARCH

16K

7 @

5'-0":

(240 P

LF

/168 P

LF

)

PLAN NOTES:

1. SEE S1.01B FOR SYMBOL LEGEND.

2. SEE S5.00 TO S5.02 FOR TYPICAL STEEL DETAILS.

3. SEE S5.00 FOR TYPICAL STEEL DECK DETAILS. AT OPENINGS & EDGES, EDGE OF DECK SHALL BE 6" FROM CL OF STEEL UNO.

4. SEE ARCHITECTURAL DRAWINGS FOR TOP OF ROOF DECK ELEVATION.

5. TOP OF STEEL ELEVATION = BOTTOM OF STEEL DECK TYPICAL, UNO.VERIFY WITH ARCHITECTURAL DRAWINGS.

6. MANUFACTURED OPEN WEB STEEL JOISTS SHALL BE DESIGNED TO THEUNIFORM LOADS SHOWN [PLF] (TOTAL LOADS/LIVE LOADS).

7. IN ADDITION TO THE UNIFORM LOADS SHOWN, THE OPEN WEB STEELSTEEL JOISTS MUST BE DESIGNED FOR THE MECHANICAL UNIT WEIGHTSSHOWN ON PLAN.

7. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.

10

S1.03A

X

20 GAUGE1-1/2" METAL DECKROOF,TYP.

3'-6

"

18 PSF

O PSF

3'-6

"

18 PSF

O PSF

3'-6"

18 PSF

O PSF

3'-6"

18 PSF

O PSF

TYP @ ALL WALLS

(N)

WO

OD

HE

AD

ER

12

S1.03B

(N) M.S. BEARING HEADER

(N) M.S. NON-BEARING HEADER

L1 ANGLE

LEGEND:

BEARING WALL FRAMING BELOW

INDICATES STEEL JOIST DEPTH, SERIES, AND LOADING [PLF] (TOTAL/SNOW)

BEAM

WINDOW / DOOR HEADER. REF. 8/S1.03B

##'-##"

INDICATES SNOW DRIFT LOADING. DRIFT LOAD IS IN ADDITION TO ROOF SNOW LOAD.

INDICATES LENGTH OF SNOW DRIFT LOADING

16K (PLF/PLF)

INDICATES STEEL JOIST BRIDGING LINES. TO BE DESIGNEDAND SPACED PER MANUFACTURER'S SPECIFICATIONS

W.

bc

c


REVIEWED BY:

DRAWN BY :

SHEET

DATE

2018-03-30

Consultant #:


MO

NT

AN

AS

TA

TE

UN

IV

ER

SIT

Y

PPA#17-0102

A/E#2018-02-02

ROOF PLAN

S2.1

3/8" = 1'-0"1 Roof Plan

BOXED COLUMN TYP. BELOW EA. JOIST:(2)600S162-43 STUD(2)362S125-43 TRACK

SNOW DRIFT

SNOW DRIFT SNOW DRIFT

SNOW DRIFT

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

**

**

**

** MANUFACTURER LISTED IS BASIS OF DESIGN, SUBSTITUTIONS SEE SECTION 01 6000 PRODUCT REQUIREMENTS FOR MOREINFORMATION

A/E#2018-02-02PPA#17-0102


MOVE WALL 3-6-051

REVIEWED BY:DRAWN BY:

SHEET

MO

NT

AN

AST

AT

E U

NIV

ER

SIT

Y

Apr

03,

201

8 - 1

0:35

am -

e0.1

.dw

gC

:\Use

rs\D

avid

\Des

ktop

\LE

Pro

ject

s\In

trin

sik\

huf

fman

\

DATE

SHEET TITLE

MSU-CPDCMONTANA STATE

UNIVERSITYBOZEMAN, MONTANA

PHONE: 406.994.5413FAX: 406.994.5665

Consultant #:

T

/

36974 PE

LANDSVERK

DAVID D.

A

ST

L

A

3

6

N

0

0

O

P

R

/

G

I

R

E

A

2

E

S

M

.

E

N

0

S

G

E

I

F

N

O

E

R

E

N

I

E

R

P

D

N

O

8

E

1

X

CB

GFP

52

G

LP

277/480V

225A

WH

SPD

T

J

P

S

X

X

X

X

FAA

FACP

F

FS

TS

PS

F

F

J

OS

OS

S

SS

C

CR

PS-X

RE

DC

MD

EL

ss

F

F

SD

SD

D

SD

H

I

ABBREVIATIONS

A or AMP AMPERES

ACL AUTOCLAVE

A/C AIR CONDITIONING

AF AMP FUSE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPS INTERRUPTING CAPACITY

AHU AIR HANDLING UNIT

AS AMP SWITCH

ATS AUTOMATIC TRANSFER SWITCH

BAS BUILDING AUTOMATION SYSTEM

BKR BREAKER

C CONDUIT

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CCT CIRCUIT

CLG CEILING

C.O.RACEWAY/CONDUIT ONLY, WITH PULL STRING

CTL CONTROL

CU COPPER

DS DISCONNECT SWITCH

DP DISTRIBUTION PANEL

DPDT DOUBLE POLE DOUBLE THROW

DWG DRAWING

EA EACH

EF EXHAUST FAN

ELEC ELECTRIC

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT

EWH ELEC WATER HEATER

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FATC FIRE ALARM TERMINAL CABINET

FD FUSED DISCONNECT

FLR FLOOR

FVNR FULL VOLTAGE NON-REVERSING

FVR FULL VOLTAGE REVERSING

GEC GROUNDING ELECTRODE CONDUCTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GND GROUND

GRC GALVANIZED RIGID CONDUIT

HOA HAND-OFF-AUTOMATIC

HP HORSEPOWER

HTR HEATER

HVACHEATING, VENTILATING & AIR CONDITIONING

HZ HERTZ

JB JUNCTION BOX

KVA KILOVOLT AMPERES

KW KILOWATTS

LTG LIGHTING

LP LIGHTING PANEL

MAN MANUAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MIN MINIMUM

MSS MOTOR STARTER SWITCH

MTR MOTOR

N NEUTRAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATL ELECTRICAL MANUF ASSOC

NFD NON-FUSED DISCONNECT

NIC NOT IN CONTRACT

NO NORMALLY OPEN

# NUMBER

OC ON CENTER

OCPD OVERCURRENT PROTECTION DEVICE

OH OVERHEAD

P POLE

PB PUSHBUTTON

PH PHASE

PNL PANEL

PVC POLYVINYL CHLORIDE CONDUIT

PS POWER SUPPLY

PP POWER PANEL

REC RECEPTACLE

RGS RIGID GALVANIZED STEEL

RGE RANGE

RM ROOM

RP RECEPTACLE PANEL

RVNR REDUCED VOLTAGE NON-REVERSING

RTU ROOF TOP UNIT

SP SINGLE POLE

SPEC SPECIFICATION

SPST SINGLE POLE SINGLE THROW

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

TBB TELEPHONE BACK BOARD

TC TIME CLOCK

TD TIME DELAY

TEL TELEPHONE

TSP TWISTED SHIELDED PAIR

TTB TELEPHONE TERMINAL BOARD

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT

VA VOLT AMPERES

VFD VARIABLE FREQUENCY DRIVE

W WATTS

WP WEATHERPROOF

SC

XFMR TRANSFORMER

Y-G WYE - GROUND CONNECTED

DELTA CONNECTED

PHASE

*THESE ABBREVIATIONS COMPRISE A STANDARD LIST; NOT

ALL ABBREVIATIONS APPEAR ON THIS PROJECT.

E0.1

04-03-18

TITLE SHEET

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

T.O. SUBFLOOR

100' - 0"

T.O. PLATE (L1)

110' - 0"

B CA

GUN STORAGE

ENTRY

A/E#2018-02-02PPA#17-0102


MOVE WALL 3-6-051


SHEET

MO

NT

AN

AST

AT

E U

NIV

ER

SIT

Y

Apr

03,

201

8 - 1

:59p

m -

e0.2

.dw

gC

:\Use

rs\D

avid

\Des

ktop

\LE

Pro

ject

s\In

trin

sik\

huf

fman

\

DATE

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

Consultant #:

T

/

36974 PE

LANDSVERK

DAVID D.

A

ST

L

A

3

6

N

0

0

O

P

R

/

G

I

R

E

A

2

E

S

M

.

E

N

0

S

G

E

I

F

N

O

E

R

E

N

I

E

R

P

D

N

O

8

E

1

X

E0.2

04-03-18

ELEVATIONS

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

ALTERNATE ROUTE:

3

2

B CA

A/E#2018-02-02PPA#17-0102


MOVE WALL 3-6-051


SHEET

MO

NT

AN

AST

AT

E U

NIV

ER

SIT

Y

Apr

03,

201

8 - 1

0:42

am -

e1.0

.dw

gC

:\Use

rs\D

avid

\Des

ktop

\LE

Pro

ject

s\In

trin

sik\

huf

fman

\

DATE

SHEET TITLE



PHONE: 406.994.5413FAX: 406.994.5665

Consultant #:

T

/

36974 PE

LANDSVERK

DAVID D.

A

ST

L

A

3

6

N

0

0

O

P

R

/

G

I

R

E

A

2

E

S

M

.

E

N

0

S

G

E

I

F

N

O

E

R

E

N

I

E

R

P

D

N

O

8

E

1

X

LUMINAIRE SCHEDULE

TYPE TYPE / DIMENSION LAMP TYPE LUMENS WATTS DESCRIPTION

DIMMI

NG

MOUNTING /

CEILING TYPE

VOLTAGE

COLOR

TEMP

MANUF SERIES MODEL # NOTES

E1.0

04-03-18

ELECTRICAL PLAN

UP

D S

TO

RA

GE

AD

DIT

IO

N

Hu

ff#

a% B

ui'

di%

g

PGR

huffman building, montana state university upd …

Documents