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ARCHITECT
OWNER
HKS ARCHITECTS, INC.
90 SOUTH 400 WEST, SUITE 110
SALT LAKE CITY, UT 84101
STATE OF UTAH
DIVISION OF FACILITIES CONSTRUCTION
AND MANAGEMENT
4110 STATE OFFICE BUILDING
SALT LAKE CITY, UTAH 84114
HKS PROJECT # 22564.000
MECHANICAL ENGINEER
VAN BOERUM & FRANK
330 SOUTH 300 WEST
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
BNA CONSULTING
635 SOUTH STATE STREET
SALT LAKE CITY, UTAH 84111
STATE OF UTAH
DIVISION OF FACILITIES
CONSTRUCTION AND MANAGEMENT
AND THE UTAH NATIONAL GUARD
STRUCTURAL
ARW ENGINEERS
1594 PARK CIRCLE
OGDEN, UTAH 84404
14 FEBRUARY 2020CONSTRUCTION DOCUMENTS
BUILDING 4141 RENOVATIONS
DRAWING ABBREVIATIONS INDEX OF DRAWINGS
LEGEND
A
AB ANCHOR BOLTAD AREA DRAINAC AIR CONDITIONINGACT ACOUSTICAL CEILING TILEADD ADDENDUMADD'L ADDITIONALADJ ADJACENTAFF ABOVE FINISHED FLOORAGGR AGGREGATEAL ALUM ALUMINUMALT ALTERNATEANOD ANODIZEDAPPROX APPROXIMATEARCH ARCHITECTURAL
B
B.M. BENCH MARKBD BOARDBETW BETWEENBF BACKFACEBG BUMPER GUARDBL BED LOCATORBL BUILDING LINEBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBR BUMPER RAILBRG BEARINGBSMT BASEMENTBU ROD BACK-UP RODBUR BUILT-UP ROOFBW BEARING WALL
C
C COMPACT PARKING SPACECC CUBICK CURTAINCDR CARD READERCEM CEMENTCER CERAMICCG CORNER GUARDCIP CAST IN PLACECJ CONTROL JOINTCJ CONSTRUCTION JOINTCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCOMM COMMUNICATIONSCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCOORD COORDINATECPE CHLORINATED POLYETHYLENECOOR CORRIDORCR COLD ROLLEDCR CRASH RAILCSK COUNTERSUNKCT CERAMIC TILECTD CENTEREDCTR CENTERCW CURTAIN WALL
D
D DEPTHDBA DEFORMED BAR ANCHORDET DETAILDF DECORATIVE FILMDIA DIAMETERDIAPH DIAPHRAGMDIM DIMENSIONDJ DEFLECTION JOINTDL DEAD LOADDN DOWNDRG DRAWINGDS DOWN SPOUTDWGS DRAWINGSDWLS DOWELS
E
EA EACHEF EACH FACEEFG ENTRANCE FLOOR GRILLEEIFS EXTERIOR INSULATION AND
FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEV ELEVATOREOS EDGE OF SLABEQ EQUALEQUIP EQUIPMENTESC ESCALATOREW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP BLT EXPANSION BOLTEXT EXTERIOR
F
FD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFHC FIRE HOSE CABINETFIB FIBERGLASSFIN FINISHFLR FLOORFS FAR SIDEFT FOOTFT FLOOR TRANSITIONFTG FOOTINGFV FIELD VERIFYFVC FIRE VALVE CABINET
G
GA GAUGEGALV GALVANIZEDGB GRADE BEAMGEN GENERALGFRC GLASS-FIBER REINFORCED
CONCRETEGI GALVANIZED IRONGL GLASSGM GLAZED MASONRY UNITGND GROUNDGR GRADEGRG GLASS-REINFORCED GYPSUMGYP BD GYPSUM BOARD
H
HB HOSE BIBHDW HARDWAREHDWD HARDWOODHK HOOKHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHS HEADED STUDHSKP HOUSEKEEPINGHT HEIGHTHW HAND WASHHW HEAD OF WALL
I
IBC INTERNATIONAL BUILDINGCODE
ID INSIDE DIAMETERINSUL INSULATIONINT INTERIOR
J
K
K KIPS (1000 LB)KO KNOCK-OUTKP KICKPLATEKPD KEYPADKSF KIPS PER SQUARE FOOT
L
L ANGLELAV LAVATORYLG LONGLKB LOCKABLELL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLP LOW POINTLT LIGHTLWC LIGHTWEIGHT CONCRETE
M
MAS MASONRYMAT'L MATERIALMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMEP MECHANICAL, ELECTRICAL
AND PLUMBINGMFG MANUFACTURERMGO MEDICAL GAS OUTLETMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMOB MEDICAL OFFICE BUILDINGMOD BIT MODIFIED BITUMENMOD MODIFIEDMSL MEAN SEA LEVELMTL METAL
N
NA NOT AVAILABLENIC NOT IN CONTRACTNOA NOTICE OF ACCEPTANCE NOM NOMINALNS NEAR SIDENTS NOT TO SCALENWC NORMAL WEIGHT CONCRETE
O
OA OVER ALLOC ON CENTEROD OUTSIDE DIAMETEROD OVERFLOW DRAINOFCI OWNER FURNISHED,
CONTRACTOR INSTALLEDOFOI OWNER FURNISHED, OWNER INSTALLEDOH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOSF OUTSIDE FACE
P
P LAM PLASTIC LAMINATEPC PRECAST CONCRETEPCF POUNDS PER CUBIC FOOTPCP PORTLAND CEMENT
PLASTERPENT PENTHOUSEPL PROPERTY LINEPL PLATEPLUMB PLUMBINGPLYWD PLYWOODPP PUSH PLATEPOL POLISHEDPORT CEM PORTLAND CEMENTPR PAIRPREFAB PREFABRICATEDPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINTPT PNEUMATIC TUBEPTD PAINTED
R
R RISERRAD RADIUSRAF RUBBERIZED ASPHALT
FLASHINGRAM RUBBERIZED ASPHALT
MEMBRANERAU RUBBERIZED ASPHALT
UNDERLAYMENTRCP REFLECTED CEILING PLANRD ROOF DRAINREBAR REINFORCING BARRECP RECEPTACLEREF REFER OR REFERENCEREINF REINFORCINGRELOC RELOCATE/RELOCATEDREQ'D REQUIREDRFVC RECESSED FIRE VALVE
CABINETRM ROOMRO ROUGH OPENING
SAB SOUND ATTENUATION BLANKET
SBC STANDARD BUILDING CODESCHED SCHEDULESDL SUPERIMPOSED DEAD LOADSECT SECTIONS/H SINGLE HUNGSHWR SHOWERSIM SIMILARSO STRUCTURAL OPENINGSOG SLAB ON GRADESP STAND PIPESPA SPACE, SPACINGSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSSF SOLID SURFACESTA STATIONSTC SOUND TRANSMISSION
CLASSSTD STANDARDSTIFF STIFFENERSTIR STIRRUPSTL STEELSTRUC STRUCTURALSYM SYMMETRICALSYS SYSTEM
S
T
T TREAD T&B TOP AND BOTTOMTC TOP OF CURBTEL TELEPHONETEMP TEMPERATURETHK THICKTLT TOILETTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOP TOP OF PARAPETTOS TOP OF SLABTOSTL TOP OF STEELTRSH CH TRASH CHUTETW TOP OF WALLTYP TYPICAL
U
U/C UNDER COUNTER U/G UNDERGROUNDUNO UNLESS NOTED OTHERWISE
VAR VARIES VCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVWC VINYL WALL COVERING
V
W/ WITHW/C WHEEL CHAIRW/O WITHOUTW WIDTHWP WATERPROOF(ING)WD WOODWF WIDE FLANGEWL WIND LOADWP WORK POINTWPO WORK POINT - POINT OF
ORIGINWP1 WORK POINT - NUMBEREDWWF WELDED WIRE FABRIC
W
NUMBERING SYSTEM:
A2.10/01
DISCIPLINE:C - CIVILL - LANDSCAPEA - ARCHITECTUREM - MECHANICALE - ELECTRICALP - PLUMBINGS - STRUCTURALK - FOOD SERVICE
SERIES NUMBER
SHEET NUMBER WITHIN SERIES
NUMBER OF PLAN, DETAIL, ETC. ON SHEET
CONCRETE/ PRECAST CONCRETE
SOIL
SAND, EIFS FINISH COAT, OR CEMENT PLASTER
BRICK
CMU
STONE
GLASS MINERAL FIBER SEMI RIGID INSULATION
GLASS MINERAL FIBER BATT INSULATION
MINERAL WOOL SEMI RIGID INSULATION
EXPANDED POLYSTYRENE RIGID INSULATION
EXTRUDED POLYSTYRENE RIGID INSULATION
POLYISOCYANURATE RIGID INSULATION
GYPSUM BOARD
EXTERIOR GYPSUM SHEATHING
EXTERIOR CEMENT BOARD
COATED GLASS MAT WATER RESISTANT GYP BD
PLYWOOD
COVER BOARD
MATERIALS
ROOM NAME
XXXXX
X
X
1
A0.XX
X
A3
A3
ROOM NAME/NUMBER
EXISTING COLUMN CENTERLINE
COLUMN CENTERLINE
ACCESSORY
DEMOLITION NUMBERED NOTES
BUILDING WALL SECTION
ELEVATION
SECTION DETAIL
PLAN, BLOW-UP DETAIL
INTERIOR ELEVATION INDICATOR
DIRECTION INDICATOR
PARTITION TYPE WITH NO SOUND ATTENUATION
PARTITION TYPE WITH SOUND ATTENUATION
CMU WALL
NEW WALL
EXISTING WALL
DEMO WALL
DRAWING SYMBOLS
CEILING SYMBOLS
BUILDING EXPANSION JOINT
GYP BD CEILING
SUPPLY AIR
RETURN AIR
ACCESS PANEL
FLUORESCENT LIGHT
WALL MOUNTED FLUORESCENT FIXTURE
EXIT SIGNS - HATCH INDICATES EXIT TEXT AND ARROW INDICATES DIRECTION
SMOKE DETECTOR
WALL WASHER
PENDANT TYPE LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
DOWNLIGHT
STRIP LIGHT
SPEAKER
MEDICAL EQUIPMENT
CORNER GUARDS
CRASH RAIL
BUMPER RAIL
HAND RAIL
BED LOCATOR
WALL PROTECTION
IV TRACK
CUBICLE CURTAIN TRACK
EDGE OF SLAB
FACE OF BUILDING
PROJECT INFORMATION
PROJECT NAME: CAMP WILLIAMS BUILDING 4101 RENOVATIONADDRESS: 17800 S 1700 W, BLUFFDALE, UT 84065PROPOSED USE: WASHROOMOWNER-CONTACT PERSON: WAYNE SMITH
SD
01
001
+9'-0" CEILING HEIGHT
S
EXHAUST AIR
CR - 3
BG
HR
AAA
3
AAA
3
A0.XX
01
SUSPENDED LIGHT
SUSPENDED FLUORESCENT LIGHT
CHANDELIER
PROJECTOR
A0.XX
01
A0.XX
BL
DUMMY SECTION DETAILA0.XX
LOCATION PLAN
VICINITY MAP
SHEET INDEX
CODE ANALYSIS
APPLICABLE CODES
INTERNATIONAL BUILDING CODE INTERNATIONAL MECHANICAL INTERNATIONAL FUEL GAS CODEINTERNATIONAL PLUMBING CODE INTERNATIONAL FIRE CODE INTERNATIONAL ENERGY CONSERVATION CODE
NATIONAL ELECTRICALCODEUNIFORM CODE FORBUILDING CONSERVATIONADA ACCESSIBILITYGUIDELINESINTERNATIONAL EXISTING BUILDING CODE
2015 2015 20152015
2015 IBC
2015
Year Year
2014
2015 IBC
2015
A. OCCUPANCY AND GROUP: A-4
CHANGE IN USE: YES _______ NO _______ MIXED OCCUPANCY: YES ________ NO ________ SPECIAL USE AND OCCUPANCY (E.G. HIGH RISE, COVERED MALL): _____________________________
B. SEISMIC DESIGN CATEGORY: __________ DESIGN WIND SPEED __________ mph
C. TYPE OF CONSTRUCTION (CIRCLE ONE):
IA
IB
IIA
IIB
IIIA
IIIB
IVHT
VA
VB
D. FIRE RESISTANCE RATING REQUIREMENTS FOR THE THE EXTERIOR WALLS BASED ON THE FIRE SEPARATION DISTANCE (IN HOURS):
NORTH: _______ SOUTH: _______ EAST: ________ WEST: ________
E. MIXED OCCUPANCIES: ________ NONSEPARATED USES: ________
F. SPRINKLERS:
REQUIRED: _______ PROVIDED: ________
TYPE OF SPRINKLER SYSTEM (IBC 903.3.1) ____________________
G. NUMBER OF STORIES: _______ Building Height: ______
H. ACTUAL AREA PER FLOOR (SQUARE FEET): 1,686.19 SF
I. ALLOWABLE AREA (TABLE 506): 6,000 SF
J. AREA MODIFICATIONS:
a)
b) SUM OF THE RATIO CALCULATIONS FOR MIXED OCCUPANCIES:
ACTUAL AREA ALLOWABLE AREA
c) TOTAL ALLOWABLE AREA FOR:
1) ONE STORY: 6,000 SF2) TWO STORY: A (2)_______3) THREE STORY: A (3)______
d) UNLIMITED AREA BUILDING: Yes _______ No ________ Code Section: _________
K. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS).
EXTERIOR BEARING WALLSINTERIOR BEARING WALLSEXTERIOR NON-BEARINGWALLSSTRUCTURAL FRAMEPARTITIONS - PERMANENTFIRE BARRIERS
FLOORS - CEILING FLOORSROOFS - CEILING ROOFSEXTERIOR DOOR AND WINDOWSHAFT ENCLOSURESFIRE WALLSFIRE PARTITIONSSMOKE PARTITIONS
ELEMENT HOURSASSEMBLY
LISTINGELEMENT HOURS
ASSEMBLYLISTING
L. DESIGN OCCUPANT LOAD: ________________
EXIT WIDTH REQUIRED: ___________ EXIT WIDTH PROVIDED: ___________
M. MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES:
a) WATER CLOSETS - REQUIRED (M) _____ (F) _____ PROVIDED (M) _____ (F) _____ b) URINALS - REQUIRED _____ PROVIDED ______c) LAVATORIES - REQUIRED (M) ______ (F) ______ Provided (M) ______ (F) ______d) BATH TUBS OR SHOWERS: REQUIRED _______ PROVIDED _______e) DRINKING FOUNTAINS: REQUIRED _______ PROVIDED ________f) SERVICE SINKS: REQUIRED _______ PROVIDED ________
FOOTNOTES:
1) IN CASE OF CONFLICT WITH THE U.S DEPARTMENT OF JUSTICE FEDERAL REGISTERS PARTS ITHROUGH V - ADA GUIDELINES AND SPECIFIC REFERENCE TO THE INTERNATIONAL BUILDING CODE ACCESSIBILITY CHAPTERS, THE MORE RESTRICTICE REQUIREMENT SHALL GOVERN.
2) ADDITIONAL CODE INFORMATION SHALL BE PROVIDED AT THE DISCRETION OF THE BUILDINGOFFICIAL FOR COMPLEX BUILDINGS. INCLUDING, BUT NOT LIMITED TO:
A) HIGH RISE REQUIREMENTS.B) ATRIUMSC) PERFORMANCE BASED CRITERIA.D) MEANS OF EGRESS ANALYSIS.E) FIRE ASSEMBLY LOCATOR SHEETF) EXTERIOR AND INTERIOR ACCESSIBILITY ROUTE.G) FIRE STOPPING, INCLUDING TESTED DESIGN NUMBER.
X
0 0 0 0
NO NO
NO
aa
00
0000
00
0N/A
310
34
32" 80"
1 1 11 11
0.5 9
1 1 12 12
11N/A
1 0
1 2
X
NO
1 13'-5"
N/AN/A
NONE REQ.NONE REQ.
ABLE-BODIED FACILITY NOTICE
THE UTAH NATIONAL GUARD AT CAMP WILLIAMS HAS DESIGNATED THIS BUILDING AS AN ABLE-BODIED FACILITY. THE CAMP HAS DESIGNATED OTHER FACILITIES AT THE CAMP TO ACCOMMODATE INDIVIDUALS WITH INCREASED ACCESSIBILITY REQUIREMENTS ABOVE WHAT IS BEING PROVIDED BY THIS PROJECT.THIS FACILITY IS CONSIDERED AN EMPLOYEE WORK AREA AS OUTLINED IN THE ACCESSIBILITY CODES. DESIGN HAS TAKEN INTO CONSIDERATION THE NON-REQUIRED TURNING SPACES AND ACCESSIBLE CLEARANCES WHENVER POSSIBLE.
X N/A
ISSUED FOR INFORMATION ONLY
ISSUED FOR CONSTRUCTION X
O
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
1:4
2:3
5 P
M
A0.01
PROJECT
INFORMATION
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
SHEET INDEX
Sheet Number Sheet Name 01
/28/2
01
9 -
PE
RM
IT S
ET
02/1
4/2
020
- C
ON
ST
RU
CT
ION
DO
CU
ME
NT
S
ARCHITECTURAL
A0.00 COVER SHEET O O
A0.01 PROJECT INFORMATION O O
AD.01 DEMOLITION PLAN O O
ALS.01 LIFE SAFETY PLAN O O
A2.01 REMODEL PLANS O O
A2.02 METAL ROOFING DETAILS O
A3.00 PARTITION TYPES/DETAIL, GYP BD DETAILS, METAL FAB, WALL PROTECTION O O
A3.01 PARTITION FRAMING DETAILS O O
A3.20 ADAAG/ANSI TOILET LAYOUTS AND STD ACCESSORIES, SHOWER AND TUB DTL O O
A3.30 DOOR, SAFETY GLAZING, LOUVERS & FINISH INFO O O
A3.50 INTERIOR ELEVATIONS AND CABINET DETAILS O O
A5.01 EXTERIOR ELEVATIONS O O
A7.01 EXTERIOR DETAILS O
STRUCTURAL
S0.01 STRUCTURAL NOTES O
S0.02 SCHEDULES O
S1.01 FOOTING, FOUNDATION & ROOF FRAMING PLAN O
S2.01 DETAILS O
S2.02 DETAILS O
S4.01 SCHEMATIC REFERENCE O
MECHANICAL & PLUMBING
M0.00 LEGEND OF MECHANICAL SYMBOLS AND ABBREVIATIONS O O
MD1.01 MECHANICAL AND PLUMBING DEMOLITION PLANS O
M1.01 MECHANICAL PLANS O O
M5.01 MECHANICAL DETAILS AND SCHEDULES O O
P1.01 PLUMBING PLANS O O
P5.01 MECHANICAL DETAILS AND SCHEDULES O O
ELECTRICAL
E0.01 SYMBOLS, SCHEDULES AND NOTES O O
E0.02 SCHEDULES O O
E1.01 ELECTRICAL DEMOLITION PLANS O
E2.01 LIGHTING PLAN O O
E3.01 POWER AND SYSTEMS PLAN O O
NO. DESCRIPTION DATE
1 2
B
A
63' - 8 3/4"
24
' -
5 1
/4"
GRID LINES REPRESENTS
INTERIOR FACE OF
EXISTING CMU DEMOLISH DOOR AND SIDE LITE DEMOLISH EXTERIOR WALL
DEMOLISH MECHANICAL ROOM WALLS
GRID LINE REPRESENTS
INTERIOR FACE OF
EXISTING CMU
DEMOLISH DOOR AND SIDE LITE
DEMOLISH CONCRETE FLOOR
DEMOLISH DOOR AND FRAME
1 2
B
A
7
7
7 7
7 7
7
7
7 7 7 7 7
7 7 7
7
7
7 7
7
7 7 7 7
7777
8
8
8
8
8
8
7 7
8
DEMO ATTIC ACCESS HATCH
1 2
B
A
REFER TO MECHANICAL DRAWINGS FOR MECHANICAL COMPONENTS
ON ROOF THAT ARE TO BE DEMOLISHED OR ABANDONED
DEMOLISH STANDING SEAM
ROOF SYSTEM
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET
NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAH
DIVISION OF FACILITIES
CONSTRUCTION AND MANAGEMENT
4110 STATE OFFICE BUILDING
SALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARD
CAMP WILLIAMS
17800 S 1700 W
BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
1:1
1:5
4 P
M
AD.01
DEMOLITION PLAN
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
1/4" = 1'-0"01DEMOLITION PLAN
1/4" = 1'-0"02DEMOLITION RCP
1/8" = 1'-0"03DEMOLITION ROOF PLAN
DEMOLITION NOTES
Revision Number Comment
7 DEMOLISH EXISTING LIGHT FIXTURES
8 DEMOLISH EXISTING GYP BOARD CEILING AS REQUIRED FOR INSULATION OF NEW WORK
1. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL UNDERFLOOR PIPING REVISIONS THAT
REQUIRE THE REMOVAL OF PORTIONS OF THE EXISTING SLAB
GENERAL NOTES
NO. DESCRIPTION DATE
F
353 SF
SHOWER
279 SF
WASH
221 SF
UTILITY SINK
516 SF
TOILET ROOM
78 SF
MECHANICAL
18 SF
HSK
59' - 0"
FEC
28 SF
HSK
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
12:4
9:0
3 P
M
ALS.01
LIFE SAFETY PLAN
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
1/4" = 1'-0"01LIFE SAFETY PLAN - LEVEL 1
OCCUPACY LOAD SCHEDULE
Name Area OL FACTOR PRIMARY USE OL (CALC)
SHOWER 353 SF 50 SF LOCKER ROOM 8
WASH 279 SF 50 SF LOCKER ROOM 6
UTILITY SINK 221 SF 50 SF LOCKER ROOM 5
TOILET ROOM 516 SF 50 SF LOCKER ROOM 11
MECHANICAL 78 SF 300 SF MECHANICAL 1
HSK 18 SF 300 SF STORAGE 1
HSK 28 SF 300 SF STORAGE 1
33
LIFE SAFETY LEGEND
ROOM NAMENAME AND AREA
1 HR FIRE BARRIER
1 HR FIRE/SMOKE BARRIER
2 HR FIRE BARRIER
2 HR FIRE/SMOKE BARRIER
SMOKE PARTITION (NON RATED)
NON RATED WALL
SMOKE COMPARTMENT
HORIZONTAL EXIT WALL
OCCUPANCY SEPERATION WALL
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
STANDPIPE HOSE CNXN CABINET
EMERGENCY KEY CABINET
EXIT SYMBOL
FEC
FHC
FIRE EXTINGUISHERFE
SHC
EKC
EXIT CORRIDOR
EXIST ENCLOSURE
SUITE
MECHANICAL
ASSEMBLY
STORAGE
EXIT SIGN - HATCHINDICATES EXITTEXT & ARROWINDICATES DIRECTION
XXX' - X"TRAVEL DISTANCE FROM THE MOST REMOTE POINT TO THE CLOSEST
XXX' - X"TRAVEL DISTANCE WITHIN A SMOKE ZONE TO AN
ADJACENT SMOKE ZONE
150 SF
FIRE DEPARTMENT CONNECTION
FDC
NO. DESCRIPTION DATE
OS
OSOS
OS
OS
OS
OS
OS
A5
.01
/03
A5.01/02
A5
.01
/04
A5.01/01
1 2
B
A
AD
A
TRASH
BENCH
11 TOILET STALLS09 URINAL STALLS12 LAVATORIES04 UTILITY SINKS11 SHOWERS
VE
RIF
Y IN
FIE
LD
24
' - 5
1/4
"
A6
H3
A3
A6
A6
A3
A6
A3
A3
A3A3
A3
A3
A3
A3
A3
N1
VERIFY IN FIELD
63' - 8 3/4"
SHOWER
102
HSK
101
WASH
103
UTILITY SINK
104TOILET
105
MECH
106
FEC
MF08CG-20
CG-20
HOSE BIB
REF. A3.00/05MF08REF. A3.00/05
CG-20
101
BULLNOSE TILE AT ALL OUTSIDE CORNERS, TYP
CG-20
1' -
8"
NEW MECHANICAL UNIT
CT - 02
CT - 02
CT
-02
CT - 02
8' -
6"
TEAK BENCH -BASIS OF DESIGN EARTHLY 18" BY ECO DECORS
FIN
TO
FIN
3' -
0"
TY
P
REFER TO A3.20/01 FOR RECESSED DRAIN CONSTRUCTION
REFER TO A3.20 FOR TYPICAL SHOWER DETAILS
HSK
107
05
A5.01
6' - 1" 11' - 0" 4' - 6"
7' - 8" 12' - 10"
6' - 0" 9' - 4" 11' - 11 1/4"
10
' - 1
0"
5' -
1"
14
' - 8
"
4' - 0" TILE WAINSCOTING ALL AROUND ROOM
3' - 5"
FD
FD
U1
U1
U1
U1
U2
U1
U1
U1
U1
S4 S4 S4 S1
S4 S4 S4 S4 S4
U1
FD FD
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1SH1
SH2
SH2
SH2
SH2SH2
SH2
SH2
SH2
SH2
SH2
107
106
10
4
10
3
FD
FD
A3.50 0102
A3.50 0403
A3.50
07
0506
A3.50
09
08
DOWNSPOUT AND SPLASHBLOCK
7' -
6"
7' -
0"
9' -
0"
3' -
9"
5' - 6"
FD
NEW CONCRETE PAD
FD
FD
FD
W/ MAU MFG
VERIFY MAU SIZE
FOUNDATION
3' - 6" FROM
4' -
6"
W/ M
AU
MF
G
VE
RIF
Y M
AU
SIZ
E
1' -
0"
EQ
EQ
1' -
0"
1' - 6"
(3) BOLLARDS (MF01A) - PAINT SAFETY YELLOW -REFA3.00/06
TYP3"
21' - 11 1/4"
RO
5' - 9 1/2"
FD
FD
A3
A3
A3
A6
2' - 1" 25' - 2"
TYP
6' - 1"
3' -
3"
10' - 11 1/2"
7' -
9 1
/8"
19
' - 9
"
2' -
0"
CG-20
2' -
0"
2' -
0"
2' - 0"
5' -
7"
10' - 0"
2' -
4"
28' - 0 5/8"
RO
7' - 7 1/2"
GRID LINE IS INTERIOR FACE OF EXISTING CMU, TYP
1 2
B
A
EQ EQ
1' -
9 1
/2"
4' -
6"
4' -
6"
1' -
9 1
/2"
1' -
9"
CJ CJ
CJ CJ CJ
AF8' - 0"
SHOWER
102
HSK
101
WASH
103
UTILITY SINK
104
TOILET
105
MECH
106
EQ
EQ
EQ EQ
EQ EQ
EQ EQ
EQ
EQ
EQ EQ
EQ
EQ
MOUNT EMERGENCY LIGHT ALIGNED WITH T.O. WINDOW, TYP
EQ EQ
CENTER OVER DRAIN, TYP
EQ
EQ
EQ EQ
5' - 7 3/4" 5' - 5 3/8"
EQ EQ
EQ EQ
4' - 0 3/8" 3' - 8 3/4" 3' - 11 1/8" 3' - 10"
HSK
107
EQ
EQ
EQ
EQ
EQ EQ
EQ EQ
1' -
0"
EQ EQ
1' -
2"
EQ EQ
8' -
0"
8' -
0"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
CJ
EQ EQ
EQ
EQ
EQ EQ
1' - 6"
1' - 6"
5/8" GYP BD ON 3/4" FURRING STRIPS AT BOTTOM OF ROOF TRUSS
CEILING SYMBOL LEGEND
GYPSUM BOARD CEILING
SUPPLY AIR
RETURN AIR
EXHAUST AIR
ACCESS PANEL
RECESSED LIGHT
SUSPENDED LIGHT
SUSPENDED STRIP LIGHT
WALL MOUNTEDFIXTURE
CONTROL JOINTS
CHANDELIER
EXIT SIGN - HATCHINDICATES EXIT TEXT& ARROW INDICATES DIRECTION
HEAT DETECTORHD
FIRE ALARM / STROBEFA
SPEAKERS
WALL WASHER
PENDANT TYPE LIGHTFIXTURE
WALL MOUNTEDLIGHT FIXTURE
DOWNLIGHT
STRIP LIGHT
1. ALL CEILINGS SHALL BE 8' - 0" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. (COORDINATE WITH OWNER-FURNISHED VENDOR DRAWINGS AND EQUIPMENT.
2. IN THE CASE OF MINOR DISCREPANCIES BETWEEN MEP AND ARCHITECTURAL DOCUMENTS IN THE LOCATION OF CEILING MOUNTED COMPONENTS, THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN. IN THE CASE OF MAJOR DISCREPANCIES, THE ARCHITECT SHALL BE NOTIFIED AS SOON AS THE DISCREPANCY IS DISCOVERED PRIOR TO PROCEEDING WITH THE WORK.
3. REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR MOUNTING LOCATIONS OF ITEMS WHERE NO CEILING IS REQUIRED OF INDICATED.
4. LIGHTS, DIFFUSERS, EXIT SIGNS, SMOKE DETECTORS, SPEAKERS, STROBES AND MISCELLANEOUS DEVICES SHALL BE CENTERED IN THE CEILING TILE IN WHICH THEY OCCUR, UNLESS NOTED OTHERWISE.
5. ALL CORRIDOR SPRINKLER HEADS SHALL BE ALIGNED IN THE SAME LOCATION PARALLEL TO THE WALL WITHIN EACH SPECIFIC CEILING CONSTRUCTION. ARCHITECTURALLY SIGNIFICANT SPRINKLER HEAD LOCATIONS MAY BE SHOWN ON REFLECTED CEILING PLAN FOR DESIGN INTENT ONLY.
6. ACCESS DOOR LOCATIONS IN GYPSUM BOARD CEILINGS ARE INDICATED ON RCP'S ONLY WHERE ARCHITECTURALLY SIGNIFICANT. REFERENCE SPECIFICATIONS AND MEP DRAWINGS FOR OTHER ACCESS DOOR LOCATIONS
7. EXIT SIGNS ARE SHOWN ON REFLECTED CEILING PLAN ONLY WHERE LOCATION IS ARCHITECTURAL SIGNIFICANT.
8. DIMENSIONS AT CUBICLE CURTAIN TRACKS ARE TO CENTER OF TRACK, TYP.
9. ALL CUBICLE CURTAIN TRACKS MUST CLEAR DOOR SWINGS BY 3' MINIMUM. 10.
10. REFERENCE A2.01 FOR CEILING SYMBOL LEGEND.11. REFERENCE A3.00 FOR CONTROL JOINT DETAILS.12. REFERENCE A3.00 FOR METAL FABRICATION DETAILS.
GENERAL NOTES - REFLECTED CEILING PLAN
A5
.01
/03
A5.01/02
A5
.01
/04
A5.01/01
1 2
B
A
NEW STANDING SEAM METAL ROOF
RIDGE VENT
SL
OP
E 5
" P
ER
FT
SL
OP
E 5
" P
ER
FT
GUTTER
GUTTER
DOWNSPOUT AND SPLASHBLOCK, TYP AT EA END OF GUTTER
02
A2.02
03
A2.02
03
A2.02
02
A2.0204
A2.02
05
A2.02
PLUMBING VENT
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
1:1
1:5
1 P
M
A2.01
REMODEL PLANS
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
1/4" = 1'-0"01REMODEL PLAN
1/4" = 1'-0"02REFLECTED CEILING PLAN
1. DIMENTIONS ARE TO FACE OF DRYWALL OR FINISH, FACE OF MASONRY UNLESS OTHERWISE NOTED
2. REFER TO SHEET A3.00 FOR PARTITION TYPES/DETAIL, GYP BD DETAILS, METAL FAB, LOCKER WALL PROTECTION
3. REFER TO SHEET A3.20 FOR ADAAG/ANSI TOILET LAYOUTS AND STD SCCESSORIES, SHOWER AND TUB DTL
4. REFER TO SHEET A3.30 FOR DOOR & FINISH INFO5. REFER TO SHEET A3.50 FOR INTERIOR ELEVATIONS DETAIL6. REFER TO SHEET A5.01 FOR EXTERIOR ELEVATIONS7. REFER TO AD.01 FOR DEMOLITION PLANS
GENERAL NOTES
1/8" = 1'-0"03TO WALL FRAMING
NO. DESCRIPTION DATE
PLYWOOD
ROOFING UNDERLAYMENT
METAL ROOF
SLIP SHEET
ROOF TRUSS AT GABLE END
MTL FLASHING
2X8 WOOD FASCIA
ROOFING UNDERLAYMENT
METAL ROOFING
SLIP SHEET
1' - 6"
METAL PANEL SOFFIT
STRUCTURAL WALL SHEATHING
FACE OF EXTERIOR FINISH SYSTEM
BACKWRAP MESH THEN OVERLAP 2 1/2" MIN - TYPICAL AT SYSTEM RETURNS
COLOR COORDINATED PRIMER/COATING AT SYSTEM RETURNS
SEALANT AND BACKER ROD
2X4 OUTRIGGERS
ROOF SHEATHING3/4"
GUTTER
VENTED SOFFIT (MIN 24 SQ INCHES PER LINEAL FT OF FREE VENTING AREA - 6 SQ INCHES PER LINEAL FT AT EACH EAVE AND 12 SQ INCHES PER LINEAL FT AT THE RIDGE)
2 x 8 FASCIA
GUTTER STRAP
SHEET METAL EAVE FLASHING
FIELD NOTCH 1" MIN AND HEM UNDER
RUBBERIZED ASPHALT UNDERLAYMENT
SLIP SHEET
METAL ROOFING
5"
AIR
GA
P1" M
IN
VENT CHUTE AND HEEL BAFFLE.
1' -
0"
HE
EL
FO
R R
OO
F IN
SU
LA
TIO
N
SEALANT AND BACKER ROD EA SIDE
R-38 BATT INSULATION
EXTERIOR INSULATION AND FINISH SYSTEM
3/4"
1' - 6"
NOTCH UPPER CORNERS OF BLOCKING FOR AIR FLOW
06
A2.02
5"
ROOFING UNDERLAYMENT
FASTENER INTO ROOF TRUSS
SLIP SHEET
"Z" CLOSURE
METAL ROOFING
VENTED SHEET METAL RIDGE CAP - COLOR TO MATCH METAL ROOFING
MIN
2"
MIN1 1/2ʺ
MIN
1 1/2ʺ
CURROGATED POLYETHELENE RIDGE VENT
3"
MIN
6"
MIN
6"
BAFFLE
VENT CHUTE
1"
1"
R-38 BATT INSULATION
RUBBERIZED ASPHALT UNDERLAYMENT
6"
6"
SLIP SHEET
METAL ROOFING
SOLDERED SEAM
SHEET METAL FLASHING
FLASHING CAP
VENT CHUTE
3 1/2ʺ
3 1
/2ʺ
3 1
/2ʺ
3 1/2ʺ
DOUBLE TOP PLATE
ROOF TRUSS
ROOF SHEATHING
NOTCH EACH UPPER CORNER OF THE BLOCKING BETWEEN TRUSSES TO PROVIDE MIN 6 SQ INCHES CLEAR AREA AT EACH NOTCH FOR VENTING
BETWEEN TRUSS BLOCKING - REF STRUCTURAL
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
12:4
8:4
4 P
M
A2.02
METAL ROOFING
DETAILS
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
3" = 1'-0"01METAL ROOFING
3" = 1'-0"02GABLE END EDGE FLASHING
3" = 1'-0"03
DOWNSLOPE
PERIMETER WITH GUTTER
3" = 1'-0"04VENTING RIDGE CAP
3" = 1'-0"05PLUMBING VENT FLASHING
NO. DESCRIPTION DATE
1 1/2" = 1'-0"06TRUSS BLOCKING AIR FLOW DETAIL
REFER TO PARTITION HEAD DETAILS
SEALANT
MTL RUNNER
SEALANT
MTL RUNNER
5/8" GYP BD EACH SIDE
LINE OF STRUCTURE
LINE OF CEILING
LINE OF STRUCTURE
FLOOR PLAN DESIGNATION NO SOUND ATTENUATION
FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION
STUD SIZE
PART WIDTH
FIRE RATING
UL LISTING WITH SOUND
STC:NO SOUND
REMARKS
3 5/8" 4 7/8"NON-
RATEDN/A 49
W/3" SAB
40
2 1/2"
6"
3 5/8"
2 1/2"
6"
3 5/8"
2 1/2"
6"
3 5/8"
3 3/4"
7 1/4"
4 7/8"
3 3/4"
4 7/8"
7 1/4"
3 3/4"
7 1/4"
4 7/8"
NON-RATED
NON-RATED
SMOKE RESIST
SMOKE RESIST
SMOKE RESIST
ONE HOUR
ONE HOUR
ONE HOUR
ONE HOUR/ SMOKE RESIST
U465 49W/3" SAB
40
2 1/2" 3 3/4"
ONE HOUR/ SMOKE RESIST
6" 7 1/4"
ONE HOUR/ SMOKE RESIST
U465 49W/3" SAB
40
N/A
N/A
N/A
N/A
N/A
U465
U419
U465
49W/3" SAB
40
49W/3" SAB
40
49W/3" SAB
40
49W/3" SAB
40
49W/3" SAB
40
49W/3" SAB
40
49W/1 1/2" SAB
N/A
49W/3" SAB
40
REFER TO PARTITION HEAD DETAILS
TYPE "E"
3 5/8"
REF FLOOR PLAN
NON-RATED
N/A 52W/3 1/2" SAB
N/A
3 5/8"ONE
HOURU420 52
W/3 1/2" SAB
N/AREF FLOOR PLAN
LINE OF STRUCTURE
LINE OF CEILING
LINE OF STRUCTURE
SEALANT
MTL RUNNER
SEALANT
MTL RUNNER
5/8" GYP BD EACH SIDE
3 5/8" STUD CROSS BRACING
REFER TO PARTITION HEAD DETAILS
TYPE "H"
MTL RUNNER
SEALANT
MTL RUNNER
5/8" GYP BD
3 5/8" 4 1/4"NON-
RATEDN/A
2 1/2"
6"
3 1/8"
6 5/8"
NON-RATED
NON-RATED
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
LINE OF STRUCTURE
LINE OF STRUCTURE
REFER TO PARTITION HEAD DETAILS
MTL RUNNER
SEALANT
MTL RUNNER
5/8" GYP BD
3 5/8" 4 1/4"NON-
RATEDN/A
2 1/2"
6"
3 1/8"
6 5/8"
NON-RATED
NON-RATED
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
LINE OF STRUCTURE
LINE OF STRUCTURE
LINE OF CEILING
TYPE "K"
1 5/8" 3"NON-
RATEDN/A
2 1/2"
3 5/8"
4"
5"
NON-RATED
NON-RATED
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SEALANT
MTL RUNNER
5/8" GYP BD
LINE OF STRUCTURE
LINE OF STRUCTURE
BRACE EACH STUD AT 4'-0" OC VERTICALLY
LINE OF STRUCTURE OR OTHER CONSTRUCTION PROVIDING BACK-UP FOR STUD BRACING
TYPE "M"
1 5/8" 3"NON-
RATEDN/A
2 1/2"
3 5/8"
4"
5"
NON-RATED
NON-RATED
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
SEALANT
MTL RUNNER
5/8" GYP BD
LINE OF STRUCTURE
LINE OF CEILING
BRACE EACH STUD AT 4'-0" OC VERTICALLY
LINE OF STRUCTURE OR OTHER WALL CONSTRUCTION PROVIDING BACK-UP FOR STUD BRACING
TYPE "B"
A3 A3
A2 A2
A6 A6
A3
A2 A2
A6 A6
A3
A2
A6 A6
A3
A2
A6 A6
E3 E3
E3 E3
H3
H2
H6
J3
J2
J6
K1
K2
K3
M1
M2
M3
REFER TO SCHEDULE BELOW FOR PARTITION WIDTH 3" MIN
FLOOR PLAN DESIGNATION NO SOUND ATTENUATION
FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION
STUD SIZE
PART WIDTH
FIRE RATING
UL LISTING WITH SOUND
STC:NO SOUND
REMARKS
FLOOR PLAN DESIGNATION NO SOUND ATTENUATION
FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION
STUD SIZE
PART WIDTH
FIRE RATING
UL LISTING
SOUND TRANS CLASS REMARKS
FLOOR PLAN DESIGNATION NO SOUND ATTENUATION
FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION
STUD SIZE
PART WIDTH
FIRE RATING
UL LISTING REMARKS
FLOOR PLAN DESIGNATION NO SOUND ATTENUATION
FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION
STUD SIZE
PART WIDTH
FIRE RATING
UL LISTING REMARKS
FLOOR PLAN DESIGNATION NO SOUND ATTENUATION
FLOOR PLAN DESIGNATION WITH SOUND ATTENUATION
STUD SIZE
PART WIDTH
FIRE RATING
UL LISTING REMARKS
LINE OF CEILING
LINE OF CEILING
TYPE "A"
PARTITION WIDTH
REFER TO SCHEDULEBELOW FOR
FLOOR PLANREFER TO
3"
PARTITION WIDTH
REFER TO SCHEDULEBELOW FOR
PARTITION WIDTH
REFER TO SCHEDULEBELOW FOR
3"
PARTITION WIDTH 3" MIN
REFER TO SCHEDULEBELOW FOR
3"
SOUND TRANS CLASS
SOUND TRANS CLASS
SOUND TRANS CLASS
NOTES
PARTITION TYPE INCLUDED IN SCOPE OF WORK
PARTITION TYPE NOT INCLUDED IN SCOPE OF WORK
1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS.
2. THERE ARE TWO TYPES OF SYMBOL DESIGNATIONS, ONE FOR PARTITIONS NOT REQUIRING SOUND ATTENUATION AND ANOTHER FOR PARTITIONS WHICH REQUIRE SOUND ATTENUATION. REFER TO PARTITION MATRICES FOR SOUND ATTENUATION BLANKET (SAB) MINIMUM THICKNESS FOR STC INDICATED.
3. THERE ARE TWO SYMBOL DESIGNATION SYSTEMS USED. THE FIRST SYSTEM CONSISTS OF TWO AND THREE CHARACTERS, THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE. THE SECOND CHARACTER IS NUMERIC INDICATING THE STUD OR CMU WIDTH. REFER TO LEGEND BELOW. THIS SYSTEM IS USED TO DEFINE WALL TYPES: A, B, C, D, E, F, H, J, K, M, R
THE # CHARACTER BELOW THE LINE INDICATES THE HEIGHT OF THE SPECIFIC WALL COMPONENT. THE HEIGHT OF A SPECIFIC WALL COMPONENT. REFER TO THE LEGEND BELOW. THIS SYSTEM IS USED TO DEFINE WALL TYPES: RA THRU RR
4. IF NO SYMBOL DESIGNATION IS PROVIDED, THE STUD SIZE WILL BE 3 5/8".
5. THE GRAPHIC DESIGNATION IS INCORPORATED FOR PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT. REFER TO NOTE 18.
6. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY.
7. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD. REFER TO PARTITION MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLAN.
8. SEALANT:1. FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE/SMOKE FIRE RESISTANT FILL
MATERIAL IN CONJUNCTION WITH AN APPROPRIATE RATED FIRE/SMOKE FIRE STOPPING SYSTEM.2. NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT PARTITIONS SHALL USE ACOUSTICAL SEALANT.
9. INSULATION: - HEAD CONDITIONS AT FLOOR/ROOF DECK1. FIRE RESISTANCE RATED PARTITIONS SHALL USE MINERAL WOOL INSULATION.2. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL USE SOUND ATTENUATION
BLANKETS (SAB).3. PROVIDE FULL THICKNESS INSULATION INSIDE ALL STUD BOX BEAMS AND HEADERS WHICH OCCUR
IN WALLS WITH SOUND ATTENUATION.
10. REFER TO SPECIFICATIONS FOR MINIMUM STUD THICKNESS, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES.
11. FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BLANKETS (SAB), EXTEND SAB TO FULL HEIGHT OF PARTITION UNLESS OTHERWISE INDICATED. FLOOR TRACK TO BE SET IN A CONT BED OF SEALANT.
12. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO SURROUND ALL OPENINGS IN RATED PARTITIONS.
NUMERIC CHARACTER
STUD WIDTH
CMU WIDTH
12346812
1 5/8"2 1/2"3 5/8"
4"6"
3 5/8"5 5/8"7 5/8"
11 5/8"
13. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.
14. EACH PARTITION SHOWN ON THE DRAWINGS TO HAVE A FIRE AND SMOKE RESISTANT RATING SHALL BE IDENTIFIED AS SUCH WITH A LABEL ABOVE THE CEILING ON EACH SEGMENT OF THE WALL AND 6' - 0" OC MAX EACH SIDE.
15. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION.
16. REFER TO THE METAL FABRICATIONS DETAILS FOR MF REFERENCES IN PARTITIONS SECTION.
17. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING INFORMATION.
18. GRAPHIC DESIGNATION
19. DO NOT APPLY BULLNOSE BLOCK AT CORNER GUARD LOCATIONS.
20. MASONRY REINFORCEMENT: REFERENCE STRUCTURAL DRAWINGS.
21. HW (HEAD OF WALL) DETAILS DO NOT ALTER PARTITION TYPES NOTED ON PLANS.
4 HR FIRE BARRIER3 HR FIRE BARRIER2 HR SMOKE BARRIER2 HR FIRE BARRIER2 HR FIRE BARRIER/SHAFT WALL1 HR SMOKE BARRIER1 HR FIRE BARRIER1 HR FIRE BARRIER/SHAFT WALLSMOKE PARTITION (NON RATED)
PRIORITY
1 HIGHEST2
3
4
5 LOWEST
NOTE:
1. NOT ALL PARTITION TYPES SHOWN ON THIS SHEET ARE USED ON THIS PROJECT.
2. THE SHADED PORTIONS OF A PARTITION TYPE ARE NOT INCLUDED IN THE SCOPE OF THE WORK.
3. THE UN-SHADED PORTIONS OF ALL PARTITION TYPES ARE INTENDED TO BE IN THE SCOPE OF THE WORK.
HATCHING:
NUMERIC CHARACTER
CMU/BRICK HEIGHT
12345
9' - 4"10' - 8"12' - 8"18' - 8"14' - 0"
SYMBOL DESIGNATIONS(NO SOUND ATTENUATION)
SYMBOL DESIGNATION(WITH SOUND ATTENUATION)
X# X#XXXX# XXXX
#
A3
A3
A3
U419 49W/1 1/2" SAB
N/A
MISCELLANEOUS SPECIALTIES
AND EQUIPMENT
MOUNTING DETAIL -REFER TO SHEET A3.01
FINISH FLOOR
DRAWING DESIGNATION
4' -
0"
B
FEC SURFACE MOUNTED FIRE EXTINGUISHER CABINET
NON-RATED OR SMOKE RESISTANT
CONT 22 GA MIN 3" DEEP LEG DEFLECTION TRACK ATTACH TO DECK AT 12" OC MAXDO NOT ATTACH GYP BD
OR STUDS TO DEFLECTION TRACK IN THIS AREA
SEALANT
CONT 2" WIDE X 22 GA MTL STRAP FOR TOP ATTACHMENT OF STUDS
1"
3/4
"
4"
3/4
"
3/4
"
1. REFER TO SPECIFICATIONS FOR HEAD OF WALL SLOTTED TRACK OPTIONS FOR METAL STUD WALLS. CONT 2" WIDE X 22 GA METAL STRAP CAN BE DELETED IF OPTIONAL SLOTTED TRACKS ARE SELECTED.
HEAD OF WALL GENERAL NOTES
PARTITION HEAD DETAILS
PARTITION
SOUND ATTENUATION BLANKET COMPRESSED TO FILL OPENING AT SOUND RATED PARTITION
L-BEADSEALANT AND BACKER ROD
LINE OF PARTITION
1/4”
SEALANT
"LC" - BEAD
PARTITION
24'-0" - 30'-0" MAX
CONTROL JOINT
GYP BOARD SUSPENDED CEILING SYSTEM
24'-0" - 30'-0" MAX
3" UNO
SANDWICH PLATE BETWEEN TWO 18 GA MTL STUDS - PROVIDE 4 EA 3/8" DIA THRU BOLTS AT EACH END OF PLATE
CONT 3 1/4" X 3/8" STEEL PLATE. COORDINATE PROFILE OF PLATE WITH LAVATORY. DASHED LINE INDICATES LOCATION OF BENT PLATE AND PLYWOOD BACKING AT ANGLED CONDITIONS
END WALL
PLAN
NOTE: FINISH AFTER FABRICATION: SHOP PRIMER PAINT
SEALANT
NOTE:PAINT ALL MISC EXPOSED STRUCTURAL STEEL FLAT BLACK.
SECTION
CONT 3 1/4" X 3/8" STL PLATE WELDED TO STL TUBE - FASTEN 3/4" EXT PLYWOOD TO PLATE WITH CSK SELF TAPPING SCREWS AT 12" OC. EXTEND PLATE INTO END WALL PER MF07 DETAIL
TO STRUCTURE ABOVE IF APPLICABLE
NOTE: FINISH AFTER FABRICATION: SHOP PRIMER PAINT
PLAN 29”
5"
COORDINATE LOCATION OF COUNTER SUPPORTS WITH BOWL LOCATIONS
TYP - REF TO PLAN
2' - 0"
PLAN3" = 1' - 0"
3" X 2" X 3/16" HORIZ STL TUBE ABOVE
2" X 2" X 3/16" STL TUBE POST WELDED TO BASE PLATE @ 4' OC
4" X 5" X 3/8" STL BASE PLATE WITH FOUR 1/2" DIA EXP ANCHORS WITH 2 1/4" MIN EMBEDMENT
3/4" 3/4"
4"
3/4
"3
/4"
5"
3" X 2" X 3/16" STL TUBE POST WELDED TO VERTICAL STL TUBE 3 1/2"
3 1
/2"
CORNER GUARD SCHEDULE
CG - 20
CG -21
- 48" HEIGHT
-FULL HEIGHT
SURFACE MOUNTED -NOT FIRE RATED
STAINLESS STEEL
4"
6"
3' -
0"
1' - 6" DIA
NOTE: FINISH AFTER FABRICATION: HOT-DIP GALVANIZE
3/4" (TYP)
SEALANT, BACKER ROD, AND EXPANSION JOINT FILLER
LINE OF PAVING
CONC FOOTING
TWO #5 X 1' - 0" STL BARS THRU PIPE
6" DIA SCHEDULE 80 STEEL PIPE FILLED WITH CONC 4
' -
0"
2'
- 8
"
3/4" (TYP)
GALV METAL POST CAP OVER END OF PIPE, WELDED TO GALV STL PIPE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
12:4
8:4
7 P
M
A3.00
PARTITION
TYPES/DETAIL, GYP BD
DETAILS, METAL FAB,
WALL PROTECTION
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
3" = 1'-0"01
CONTROL JOINT AT
PARTITION INTERSECTION
CHANGE IN CONSTRUCTION
3" = 1'-0"02CONTROL JOINT AT PARTITION
NON-EXPOSED EDGE
3" = 1'-0"03CONTROL JOINT FOR
GYPSUM BOARD CEILING
3" = 1'-0"04MF07 - LAVATORY COUNTER SUPPORT
SPAN LESS THAN 10' - 0"
1 1/2" = 1'-0"05MF08 - LAVATORY COUNTER SUPPORT
SPAN 10' - 0" TO 16' - 0"
1/2" = 1'-0"06 MF01A - NON-REMOVABLE PIPE BOLLARD
NO. DESCRIPTION DATE
DOUBLE 20 GA 3 5/8" OR 6" MTL STUDS
CLIP ANGLE - 20 GA X 1 1/2" X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS EACH SIDE
22 GA MTL TRACK
CLIP ANGLE - 20 GA X 1 1/2" X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS EACH SIDE
22 GA MIN MTL TRACK
CLIP ANGLE - 20 GA X 1 1/2" X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS
22 GA MIN MTL TRACK
CLIP ANGLE - 20 GA X 1 1/2" X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS
22 GA MIN MTL TRACK
CLIP ANGLE - 20 GA X 1 1/2" X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS
22 GA MIN MTL TRACK AT FLOOR
2 1/2" X 2 1/2" 20 GA MTL STRAP AT 2'-0" OC WITH 4 SCREWS (2 INTO EACH STUD EA SIDE)
20 GA MIN MTL TRACK AT FLOOR
DOUBLE 20 GA MTL STUDS
MIN 20 GA MTL STUDS FACING OPPOSITE DIRECTIONS TO ALLOW MOUNTING PLATE ATTACHMENT (16 GA AT SHOWER SEATS AND ADULT CHANGING STATIONS)
14 GA STL RUNNER TRACK-CLIP FLANGES AND FOLD WEB TO FORM ATTACHMENT FLANGE
RE
FE
R T
YP
ICA
L
MO
UN
TIN
G
HE
IGH
TS
8" MIN DEEPER IF REQUIRED
TYPE CTYPE BTYPE A
RE
FE
R T
YP
ICA
L
MO
UN
TIN
G
HE
IGH
TS
CONT 20 GA 4" WIDE MTL BACK-UP PLATE
HSS 4x2x3/16 W/ 1/8" THICK END PLATES (MIN 8- #12 TEK SCREWS)
RE
FE
R T
YP
ICA
L
MO
UN
TIN
G
HE
IGH
TS
TYPE D
MIN 18 GA MTL DOUBLE STUDS AT 16" OC TO ALLOW MOUNTING PLATE ATTACHMENT
BARIATRIC GRAB BAR
RE
FE
R T
YP
ICA
L
MO
UN
TIN
G
HE
IGH
TS
CONT 18 GA 6" TALL - 8" ONLY REQUIRED BY FHA FOR GRAB BARS
2"
4"
2"
05 05
02
01
03
01
04
DOUBLE STUDS (FULL HEIGHT)
DOUBLE STUDS (FULL HEIGHT)
DOUBLE STUDS (FULL HEIGHT)
MOUNTING DETAIL
B8' - 6" MAX4' - 6" MAX
STONE VENEER WALLS
16 GA STUDS AT 4' - 6" MAX 8' - 6" MAX
DOOR OPENING DOUBLE DOOR OPENING
BELOW CEILING OPENING
LARGE BELOW CEILING
OPENING
PROVIDE DIAGONAL BRACING OF TOP TRACK AT 48" OC MAX BETWEEN FULL HEIGHT STUDS
05
02
DOOR OPENING05
02
DOOR OPENING05
01
DOUBLE DOOR OPENING
03
BELOW CEILING OPENING
01
LARGE BELOW CEILING
OPENING
05
03
ABOVE CEILING
OPENING
LARGE ABOVE CEILING
OPENING
04
01
01
01
OPENING ABOVE CEILING WHICH INTERRUPTS
LOWER OPENINGS JAMB STUDS
MOUNTING DETAIL B
DOUBLE STUDSDOUBLE STUDS
DOUBLE STUDS DOUBLE STUDS
DOUBLE STUDS
STONE VENEER WALLS
16 GA STUDS AT 20 GA STUDS AT
WALL MOUNTED ARCHITECTURAL
CABINETS/MILLWORK /ATTACHED SHELVING
4' - 6" MAX 8' - 6" MAX 4' - 6" MAX4' - 6" MAX 8' - 6" MAX
STUDS ARE TO BE 20 GAGE
IF GREATER THAN 8' - 6" ALL
8' - 6" MAX 8' - 6" MAX
4' - 6" MAX
22 GA MIN BOTTOM TRACK (TYP)
FLOOR LINE
22 GA MIN MTL TOP TRACK (TYP UNO)
CEILING LINE
UNDERSIDE OF SLAB, FLOOR OR ROOF DECK
2" WIDE 22 GA MIN METAL STRAP
1. ALL STUDS ARE SPACED 16" OC MAXIMUM.
2. ALL STUDS SHALL BE "C" STUDS WITH 1/4" FLANGE MINIMUM.
3. DENOTES SHELVING OR CABINETRY.
4. DENOTES STONE.
5. IN NO CASE SHALL DOUBLE STUDS AT SIDES OF OPENING BE CUT FOR DUCTWORK OR OTHER MECHANICAL SYSTEMS.
6. AT LEAD LINED PARTITIONS STUDS SHOULD BE 20 GA.
7. DO NOT CUT MORE THAN ONE STUD WEB TO ALLOW FOR HORIZONTAL PIPING PATH. PROVIDE STRAP AT WEB ABOVE AND BELOW PIPE IN ORDER TO RESTORE STUD INTEGRITY. STRAP GAUGE TO MATCH STUD GAUGE MIN
ACCESSORY/EQUIPMENT MOUNTING DETAILS PARTITION FRAMING DETAILS
04
TYPICAL INTERIOR PARTITION FRAMING
AND ADULT CHANGING STATIONS
16 GA STUDS AT 12" OCAT SHOWER SEATS
NOTES
TYPICAL LEAD LINED DOOR FRAMING DETAILS
MINIMUM STUD SIZING FOR SEISMIC CATEGORY D AND ABOVE IS 20 GA
20 GA MIN MTL TRACK AT FLOOR
DOUBLE 20 GA MTL STUDS AT BOTH JAMBS
2 1/2" X 2 1/2" 18 GA MTL STRAP AT 2'-0" OC WITH 4 SCREWS (2 INTO EACH STUD EA SIDE)
FRAME ANCHORS
3"
18 GA "KING" STUD WITH 3" FLANGES
3" = 1'-0"01
DOUBLE DOOR/LARGE
OPENING HEADER3" = 1'-0"02
DOOR
OPENING HEADER3" = 1'-0"03OPENING HEADER
3" = 1'-0"04
LARGE
OPENING JAMB STUDS3" = 1'-0"05B
OPTION 2
DOOR OPENING
JAMB STUDS3" = 1'-0"05A
OPTION 1
DOOR OPENING
JAMB STUDS
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
12:4
8:4
8 P
M
A3.01
PARTITION FRAMING
DETAILS
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
NO. DESCRIPTION DATE
REF PLANTOP OF DRAIN
A3.21
02
A3
.21
02
A3
.21
02
A3.21
01
REF PLANTOP OF DRAIN
NOTE: LOCATE FLUSH ACTIVATION ON WIDE SIDE AT ALL TOILETS - LOCATE FLUSH VALVE BENEATH ADJACENT GRAB BARS.
STANDARD LAYOUTS - ADAAG/ANSI SCALE: 1/4" = 1' - 0"
STANDARD COMPARTMENTPLAN DESIGNATION S4
S4B9
OF
WE
T W
AL
L
5' -
6"
TO
FIN
ISH
INSIDE FACE
3' - 0" INSIDEFACE TO
STANDARD URINALPLAN DESIGNATION U1PLAN DESIGNATION U2 @ ACCESSIBLE
30"x48" CLEAR FLOOR SPACE
U1
U2 HC
2' -
0"
2' -
0"
INSIDE FACE
3'-0" INSIDEFACE TO
STANDARD
ACCESSIBLE LAVATORYPLAN DESIGNATION L1
AC
CE
SS
IBLE
LA
V
4' -
0"
3' -
2"
MA
X A
T
FINISH FLOOR
LAV COUNTER
MIRROR
MF07/MF08 LAV SUPPORT
INSULATE PIPING
SE
CT
1' - 9" 2' - 8"UNO
1' - 9"
2' - 8"
UNO
1' - 9"
2' -
0"
L1
30" X 48" CLEAR FLOOR SPACE
MF07 / MF08 LAV SUPPORT
ACCESSIBLE TRANSFER
TYPE SHOWER COMPARTMENTPLAN DESIGNATION SH1
SH1
36" X 48" CLEAR FLOOR SPACE
SE
AT
WA
LL
N1
E7
ELEVATIONPLAN
1' - 0"
CO
NT
RO
L
WA
LL
FIN TO FIN
3' - 0"
E7
FLEXIBLE SHOWER SPRAY HOSE -60" LONG MIN
CONTROL AREA
EQ EQEQ EQ
EL
EV
TO
CL
2' -
10
"
2' -
3"
MAX
2' - 1"
MA
X T
O R
IM
2' -
10
"
FIN
TO
FIN
3' -
0"
E15E15
V1
NOTE:COORDINATE LAVATORY MF08 SUPPORTS WITH BOWL LOCATIONS.
OPENING
26"CLEAR
2' -
9"
CL
4"
4' -
0"
1' - 3"
TOILET ACCESSORY MOUNTING DIAGRAM SCALE: 1/4" = 1'-0"
NOTE:
1. ACCESSORIES LISTED MAY HAVE GAPS IN ALPHABETICAL LISTING.
2. ACCESSORIES CAN APPEAR ON FLOOR PLANS OR INTERIOR ELEVATIONS.
FINISH FLOOR
TOILET ACCESSORY TYPE
MOUNTING DETAIL - REFER TO SHEET A3.03
DRAWING DESIGNATION
FINISH FACE OF WET WALL
TOILET TISSUE DISPENSER
A
B9 TWIN JUMBO -ROLL
FINISH FLOOR
TOILET ACCESSORY TYPE
MOUNTING DETAIL - REFER TO SHEET A3.03
DRAWING DESIGNATION
SHOWER CURTAIN ROD, HOOKS & CURTAIN
A
L1 ROD
L2 SHOWER CURTAIN TRACK -SECURITY
SOAP DISH
A
M1 SURFACE MOUNTED
MOP AND BROOM HOLDER WITH SHELF
A
P1 SURFACE MOUNTED
STAINLESS STEEL FRAMED MIRROR
B
R1 24 X 36 WITHOUT SHELF SURFACE MOUNTED
R2 24 X 36 WITH SHELF SURFACE MOUNTED
ROBE HOOK
A
V1 1 1 /2" SINGLE SURFACE MOUNTED
V2 2" DOUBLE SURFACE MOUNTED
SEE PLAN
TO
TO
P
2' -
7"
6' -
8"
4'-0"
MA
X
3' -
4"
6' -
0"
TO
TO
P O
F F
RA
ME
6' -
2"
AC
CE
SS
IBLE
5' -
0”
4' -
0"
MA
X A
T
FIXTURE AND PARTITION MOUNTING DIAGRAM
4' -
0"
1' -
0"
URINAL EWC
PARTITION
TYPEMOUNTING -REF A3.02
C
URINAL PARTITION
FINISH FLOOR
1' -
5"
MA
X T
O
RIM
AT
A
CC
ES
SIB
LE
9"
MIN
2' -
3"
MIN
6" MAX 8" MIN
AC
CE
SS
OR
Y
3' -
0"
MA
XT
O S
PO
UT
HA
ND
LE
44"
MA
X T
OF
LU
SH 2
' - 0
”
12”
48”
CLEAR
3' - 0" 2' - 0"
STANDARD
ACCESSIBLE LAVATORYSECTION L1
V2
B9
4" MAX
5' -
6"
S5
WHEELCHAIR ACCESSIBLE
TOILET COMPARTMENT
W/FULL HEIGHT PARTITIONS PLAN DESIGNATION S5
CLR OPNG
34" MIN
E15
1' - 5"
5' - 7" FIN TO FIN
2' -
10
"
E16
V1
5"
3' -
2”
AT
FL
OO
R M
OU
NT
ED
30
" L
ON
G F
IXT
UR
E
3' -
4"
CL
FOLDING SHOWER SEATS
N1
SHOWER SEAT DESIGN1/2" = 1'-0"
1' - 11" MAX
MAX
1' - 4”
MAX2 1/2”
MA
X1
1/2
”
MA
X
1' -
3”
LINE OF COMPARTMENT ENTRY
MA
X
3”
FOLDING SHOWER SEAT
C
N1 SURFACE MOUNTED SEAT
MOP SINK FAUCET SUPPORT BRACKET
WIT
H F
AU
CE
T
CO
OR
DIN
AT
E
TYPEMOUNTING -REF A3.02
C MIN 60" LONG HOSE
HAND HELD SHOWER
SHOWER HEAD
4' -
0"
MA
X A
T
6' -
6"
AC
CE
SS
IBL
E S
HO
WE
R
4' -
0"
PAPER TOWEL DISPENSER
A
A1 SURFACE MOUNTED
4'-0
" M
AX
D
ISP
EN
SIN
G
PO
INT
SOAP DISPENSER
A
J1 SURFACE MOUNTED
TO
SP
OU
T
R4 20 X 36 WITHOUT SHELF SURFACE MOUNTED
ACCESSIBLE TOILET STALL OR SHOWER GRAB BAR WITH SEAT
24 X 42 -NON-SLIP FINISH
E14
42 X 54 -NON-SLIP FINISH
E16
C
D AT BARIATRIC CONDITIONS ONLY
TO
CL
2'
- 1
0"
2' -
10"
1' -
6"
VERTICAL GRAB BAR
E15 18"
3' - 4" TO CL
C
TY
P A
T A
LL
3' -
4"
LO
CA
TIO
NS
MA
X
3' -
4"
SHOWER STALL GRAB BAR
16 X 31 -NON-SLIP FINISH
E7
C
D
TO
CL
2'
- 9
7/8
"
2' -
10"
NON - ACCESSIBLE SHOWER
PLAN DESIGNATION SH2
SH2ELEVATION
PLAN
CO
NT
RO
L
WA
LL
FIN TO FIN
3' - 0"
EL
EV
CL
RE
CO
MM
EN
DE
D
4' -
0"
3' -
0"
6' -
6"
EQ EQ
CONTROL AREA
SHOWER HEAD
3' - 0"
OF DRAIN
REF PLAN
1 1
/2"
3"
REINFORCED MORTAR BED 2 X 2 - W0.3 X W0.3 MESH
CONTINUOUS FACED WATERPROOFING MEMBRANE - TO EXTEND INTO TOILET ROOM
CONTINUOUS UNFACED WATERPROOFING MEMBRANE - MIN 1/4"/FT SLOPE TO DRAIN (FLUID APPLIED NOT ALLOWED)
FILL WITH GRAVEL
REF PLAN FOR ELEVATIONSEALANT
THICKSET PORTLAND CEMENT MORTAR
TILE
ADDITIONAL 4" RADIUS MEMBRANE AT TILE SIDE OF SUBSTRATE, SCRIBE TO VALVE, SEAL
SEALANT
SHOWER CONTROL VALVE
PROVIDE SEALANT ALL AROUND INSIDE OF ESCUTCHEON PLATE
TILE
CONT FACED WATERPROOFING MEMBRANE (FLUID APPLIED NOT ALLOWED)
COATED GLASS MAT WATER RESISTANT BOARD
SE
CT
ION
VALVE TRIM
SECONDARY BEAD OF SEALANT TO DIVERT WATER
SEALANT
LINE OF ESCUTCHEON
PROVIDE MIN 1/4" SEALANT AND BACKER ROD, EACH SIDE OF SHOWER HEAD PIPE
SHOWER HEAD, SEAL ALL AROUND WITH SEALANT
DOUBLE SIDED TAPE SEAL AT ESCUTCHEON PLATE, TIGHT TO SHOWER HEAD
TILE
SHOWER HEAD SUPPLY FROM MIXING VALVE, SECURE TO STUDS FOR VIBRATING CONTROL
COATED GLASS MAT WATER RESISTANT BOARD
CONT FACED WATERPROOFING MEMBRANE (FLUID APPLIED NOT ALLOWED)
ADDITIONAL 4" RADIUS WATERPROOFING MEMBRANE AT TILE SIDE OF SUBSTRATE, SEAL TO SHOWER MEMBRANE
RE
FE
R T
O T
OIL
ET
A
CC
ES
SO
RY
S
CH
ED
ULE
FO
R
MO
UN
TIN
G
HE
IGH
T
CONT BED OF SILICONE SEALANT AROUND EACH FASTENER AND MOUNTING PLATE
FLOOR
GUIDE BRACKET
PROVIDE 1/2" BRASS PIPE SPACERS AT EACH SCREW LOCATION
BRACING TRACK - REF PARTITION FRAMING DETAILS AND TOILET ACCESSORIES
SHOWER SEAT - REF TOILET ACCESSORIES
RE
FE
R T
O T
OIL
ET
A
CC
ES
SO
RY
S
CH
ED
UL
E F
OR
M
OU
NT
ING
H
EIG
HT
CONT FACED WATERPROOFING MEMBRANE CUT TIGHT TO PIPE SPACERS, SEAL (FLUID APPLIED NOT ALLOWED)
GRAB BAR SHOWN - SIMILAR CONDITION AT OTHER TOILET ACCESSORIES
CONT BEAD OF SILICONE SEALANT ALL AROUND EACH FASTENER AND MOUNTING PLATE
TILE
EQUIP ITEM MOUNTING PLATE
WALL BACKING TRACK -REF PARTITION FRAMING DETAILS AND TOILET ACCESSORIES
EQ
EQ
EQ
FIN
ISH
TO
FIN
ISH
3' -
0"
+ 3/8"
+ 3/8"
+ 3/8"
+ 3/8"
0"
FLOOR DRAIN
3' - 0" 3' - 1"
CONT UNFACED WATERPROOFING MEMBRANE (FLUID APPLIED NOT ALLOWED)
GALVANIZED METAL STRIP
COATED GLASS MAT WATER RESISTANT BOARD
PREFABRICATED CPE CORNER - TYP ALL LOCATIONS. OVERLAP FLOOR AND WALL MEMBERS OVER CORNER MEMBRANE
CONT FACED WATERPROOFING MEMBRANE (FLUID APPLIED NOT ALLOWED)
CONTINUOUS UNFACED WATERPROOFING MEMBRANE -MIN 1/4"/FT SLOPE TO DRAIN (FLUID APPLIED NOT ALLOWED)
6"
3" 1
1/2
"
4"
REINFORCED MORTAR BED 2 X 2 - W0.3 X W0.3 MESH
FILL WITH GRAVEL
OF DRAIN
SEALANT
SET TRACK IN SEALANT
CONTINUOUS FACED WATERPROOFING MEMBRANE (FLUID APPLIED NOT ALLOWED)
CONTINUOUS 6" WIDE 20 GA GALVANIZED METAL STRIP
COATED GLASS MAT WATER RESISTANT BOARD
TILE
3/4
"
REF PLAN FOR ELEVATION
REF PLAN
THICKSET PORTLAND CEMENT MORTAR
COATED GLASS MAT WATER RESISTANT BOARD
TILE
CONTINUOUS FACED WATERPROOFING MEMBRANE (FLUID APPLIED NOT ALLOWED)
CONCRETE CURB
3/4
"
THIN SET PORTLAND CEMENT MORTAR
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
12:4
8:5
1 P
M
A3.20
ADAAG/ANSI TOILET
LAYOUTS AND STD
ACCESSORIES,
SHOWER AND TUB DTL
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
3" = 1'-0"01SHOWER DETAIL AT
3" DEEP SLAB DEPRESSION
3" = 1'-0"03SHOWER CONTROL VALVE
PENETRATION DETAIL
3" = 1'-0"04 SHOWER HEAD PENETRATION DETAIL
1 1/2" = 1'-0"05ACCESSIBLE SHOWER SEAT
PENETRATION DETAIL
6" = 1'-0"06TOILET ACCESSORIES
PENETRATION DETAIL AT TILED WALL
1" = 1'-0"07SHOWER REFERENCE PLAN WITH SLAB
DEPRESSION WITH CURB AND/OR THRESHOLD
1 1/2" = 1'-0"08 CORNER AT SHOWER WITH SLAB DEPRESSION
3" = 1'-0"02SHOWER DETAIL AT
3" DEEP SLAB DEPRESSION
3" = 1'-0"09 COVED TILE DETAIL
NO. DESCRIPTION DATE
2" 5/8"
PA
RT
N
SC
HE
D1
/2"
1 1
5/1
6”
1 1
5/1
6”
VA
RIE
S
APPLIED STOP AT GLAZING
TYPICAL -
HOLLOW METAL
1
SAFETY GLASS LOCATIONS
DOOR LEGEND
NOTE:NOT ALL CONDITIONS SHOWN BELOW ARE APPLICABLE TO THE SCOPE OF WORK.
GLASS SCHEDULE
GLASS PRODUCT SCHEDULE FOR WALLS AND DOORS
NP - NOT PERMITTED
A - ACCEPTABLE
NR - NOT RECOMMENDED
FIRE -RATED
NON-FIRE -RATED
SAFETY NOT REQUIRED
SAFETY NOT REQUIRED
SAFETY REQUIRED
SAFETY REQUIRED
NP
NP
NP
A A A A
*
A
AA
A
NP NP
NP NP NP
NP
NR
NR
AN
NE
AL
ED
WIR
ED
TE
MP
ER
ED
LA
MIN
AT
ED
FIR
E-
RA
TE
D
SAFETY GLAZING (SG) IS REQUIRED FOR
WET AREAS CLOSE PROXIMITY TO DOORS GLAZED OPENINGS IN
DOORS
STANDING SURFACE
SG
SG
60”
ANY GLASS AROUND THESE AREAS AT 60" OR LESS ABOVE THE STANDING SURFACE IS TO BE SAFETY GLASS
SG
SAFETY GLASS IS TO BE USED FOR ALL DOORS AT HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS OR SHOWERS
SG
SG
SG
SG
SG
SG
SG
SG
SG
SG
SG
SG
24"
60 " 24
"
60 "
DOOR NOTES
1. CONTRACTORS TO USE THE ARCHITECT'S FLOOR PLAN DESIGNATION DOOR NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING SCHEDULE SUBMITTALS.
DOOR TYPES
ACCESSORIES
DOOR AND BORROWED LITE FRAME TYPES
SCALE: 1" = 1' -0"DOOR PLAN DESIGNATION
SUFFIX FOR MULTIPLE DOORS AT A ROOM
DOOR NUMBER SAME AS ROOM NUMBER
4" MIN6" PREFERRED
OPENING MIN CLEAR1' - 6" (PULL SIDE)
CLOSER AND LATCH
1' - 0" (PUSH SIDE) MINCLEAR IF DOOR HAS
DOOR OPENING LOCATION
A. DOORS SHOWN ADJACENT TO A FLANKING WALL OR OTHER FIXED OBSTRUCTION, SHALL BE LOCATED AS SHOWN ABOVE.
B. OTHER LOCATIONS SHALL BE ON CENTERLINE OF ROOM OR AS SPECIFICALLY DIMENSIONED.
DOOR FIRE RATING101X
90
VISION PANEL OR LOUVER ACCESSORY
DOOR LEGEND
DOOR NOTES
1. CONTRACTORS TO USE THE ARCHITECT'S FLOOR PLAN DESIGNATION DOOR NUMBER IN ADDITION TO THE ROOM NUMBER ON ALL SHOP DRAWING SCHEDULE SUBMITTALS.
CONTROL JOINT AT DOOR FRAMES
SINGLE DOORS
ALIGN WITH EDGE OF DOOR FRAME CORNER ON HINGE SIDE
DOUBLE DOORS
ALIGN WITH EDGE OF DOOR FRAME CORNER
ACCESSORIES
AT
AC
CE
SS
IBLE
48”56”
LOCK BAR
VIEW PORT
NOTE:VIEW PORTS AT GUEST ROOMS ARE TO ALLOW VISION FROM THE INSIDE. VIEW PORTS AT MEETING/CONFERENCE ROOMS ARE TO ALLOW VISION FROM THE OUTSIDE.
* - NOT ALLOWED AT SHOWER ENCLOSURES
SINGLE DOORS
4' X 8' GYP BD PANEL CONFIGURATION
DOUBLE DOORS
GYPSUM BD CONFIGURATION AT DOORS
BOTTOM OF STRUCTURE
4' X 8' GYP BD PANEL CONFIGURATION
BOTTOM OF STRUCTURE
VA
RIE
S
VA
RIE
S
VA
RIE
S
EXTEND CJ TO BOTTOM OF STRUCTURE AT RATED WALLS 4" ABOVE CEILINGS AT NON-RATED WALLS
CASED OPENING
ALIGN WITH EDGE OF CASED OPENING
ARMOR PLATE
KICK PLATE
KICK/ARMOR PLATE LEGEND:K: KICK PLATEA: ARMOR PLATE1. DOOR PUSH SIDE2. DOOR PULL SIDE3. BOTH SIDES
EXAMPLE: K1 = PUSH SIDE KICK PLATE
EXTEND CJ TO BOTTOM OF STRUCTURE AT RATED WALLS 4" ABOVE CEILINGS AT NON-RATED WALLS
EXTEND CJ TO BOTTOM OF STRUCTURE AT RATED WALLS 4" ABOVE CEILINGS AT NON-RATED WALLS
FLOOR TRANSITION
A1FLUSHSINGLE
T
CASED OPENING
DASHED FRAMING FOR PAIR (DOUBLE) OF DOORS
GYP BOARD
HOLLOW METAL FRAME
GENERAL NOTES
REFERENCE FRAMING DETAILS SHEETS A3.01 FOR TRACK AND STUDS NOTES.
SEALANT AT PERIMETER OF FRAME TO MATCH FRAME PAINT COLOR
REFER TO A3.01 FOR FRAMING DETAILS
GYP BOARD
HOLLOW METAL FRAME
SEALANT AT PERIMETER OF FRAME TO MATCH FRAME PAINT COLOR
REFER TO A3.01 FOR FRAMING DETAILS
MATERIAL LEGEND
INTERIOR PAINT - IPT
IPT-01 MANUFACTURER: SHERWIN WILLIAMSFINISH COLOR: SNOWBOUNDNUMBER: SW 7004SHEEN: SEMI-GLOSS
CERAMIC TILE - CT
CT-01W MANUFACTURER: DALTILE SERIES: MODERN DIMENSIONS, GLAZED CERAMICSIZE: 4 1/4" X 12 3/4"NUMBER: 0190 COLOR: ARCTIC WHITEFINISH: SEMI-GLOSS
CT-02 MANUFACTURER: DALTILE SERIES: COLORBODY PORCELAIN, PORTFOLIOSIZE: 12" X 24"FINISH: PF06COLOR: IRON GREYNUMBER: PF06
RESILIENT WALL BASE - RB
RB-01 MANUFACTURER: JONSONITETYPE: BASEWORKS (TYPE TS) 4" FINISH COLOR: CHARCOAL WG
SOLID SURFACE - SSF
SSF-01 MANUFACTURER: WILSONARTNUMBER: 9219GSCOLOR: BROOKLYN CONCRETE
CT-02B MANUFACTURER: DALTILE SERIES: COLORBODY PORCELAIN, PORTFOLIOTRIM TYPE: COVE BASESIZE: 6X12PART: P-36C9TB & PC-36C9TB (OUTSIDE CORNER) COLOR: IRON GRAYCOLOR NUMBER: PF06
CT-02M MANUFACTURER: DALTILE SERIES: COLORBODY PORCELAIN, PORTFOLIOSIZE: 2X2 MOSAICCOLOR: IRON GRAYCOLOR NUMBER: PF06
SEALED CONCRETE - SC
SC-01 REFER TO CAST-IN-PLACE CONCRETE SPECIFICATION
NOT USED
NOT USED
NOT USED
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
12:4
8:5
1 P
M
A3.30
DOOR, SAFETY
GLAZING, LOUVERS &
FINISH INFO
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
3" = 1'-0"03INTERIOR DOOR
HEAD DETAIL - HOLLOW METAL
3" = 1'-0"04INTERIOR DOOR
JAMB DETAIL - HOLLOW METAL
FINISH MATERIALS LEGEND
ML METAL LAMINATE
OHR ORNAMENTAL HANDRAIL/RAILINGS
OM ORNAMENTAL METALS
PC ARCHITECTURAL PRECAST CONCRETE
PCP PORTLAND CEMENT PLASTER
PL PLASTIC LAMINATE
RB RESILIENT BASE
RF RESINOUS FLOORING
RS ROLLER SHADE
RSF RESILIENT SHEET FLOORING
RT RUBBER FLOOR TILE
RTF RESILIENT TILE FLOORING
SC SEALED CONCRETE
SDG SUSPENDED DECORATIVE GRID
SHL SHEET LINOLEUM FLOORING
SHR SHEET RUBBER FLOORING
SHV SHEET VINYL FLOORING
SMC SNAP-IN METAL PAN CEILINGS
SMU CALCIUM SILICATE MASONRY UNIT
SS STAINLESS STEEL
SSF SOLID SURFACE
SSM SIMULATED STONE
ST STONE
T TILE
TAC TEXTURED ACRYLIC COATING
TC TRAFFIC COATING
TER TERRAZZO
TIC TEXTURED INTERIOR COATING
TRP TRANSLUCENT RESIN PANELS
VCT VINYL COMPOSITION TILE
VT SOLID VINYL TILE
VWC VINYL WALL COVERING
WC WALL COVERING
WD WOODWORK
WDP WOOD CEILING PANEL
WF WOOD FLOORING
WP WALL PROTECTION
WTP WOOD TRIM PROFILE
XPT EXTERIOR PAINT
FINISH MATERIALS LEGEND
ACT ACOUSTICAL CEILING TILE
AF ACCESS FLOORING
AFA ANODIZED FINISHED ALUMINUM
AMC ACOUSTICAL METAL PAN CEILING PANEL
AMF ARCHITECTURAL METAL FINISH
AMU ADHERED MASONRY VENEER
AP ACOUSTICAL WALL PANEL
BP BRICK PAVING
CF CONCRETE FINISH
CMU CONCRETE MASONRY UNIT
CP CARPET
CPT CARPET TILE
CRPL CHEMICAL RESISTANT PLASTIC LAMINATE
CSM CAST STONE MASONRY
CT CERAMIC TILE
CTB CERAMIC TILE BASE
DEFS DIRECT APPLIED EXTERIOR FINISH SYSTEM
EC ELASTOMERIC COATING
EIFS EXTERIOR INSULATION AND FINISH SYSTEM
EPT EPOXY PAINT
FP FABRIC WRAPPED PANEL
FRP FIBERGLASS REINFORCED PANEL
FWC FABRIC WALL COVERING
GL GLAZING
GMU GLASS MASONRY UNIT
GRC GLASS-FIBER REINFORCED CONCRETE PANELS
GRG GLASS-FIBER REINFORCED GYPSUM
GRP GLASS-FIBER REINFORCED PLASTIC
GVP GYPSUM VENEER PLASTER
GYP GYPSUM WALL BOARD
HB HORIZONTAL BLIND
HPC HIGH PERFORMANCE COATING
ICP INTERLOCKING PRECAST CONCRETE PAVING
IPT INTERIOR PAINT
ITF INTERLOCKING RUBBER TILE FLOORING
LT LINOLEUM FLOOR TILE
MCP METAL CEILING PANEL
MIC MULTICOLORED INTERIOR COATINGS
GENERAL NOTES - FLOOR TRANSITIONS THICK SET
1 REFERENCE INTERIOR DESIGN SELECTIONS FOR DEFINITION OF INTERIOR MATERIAL DESIGNATIONS.
2 ALL INTERIOR HOLLOW METAL DOOR AND WINDOW FRAMES SHALL BE PAINTED IPTXX UNLESS NOTED OTHERWISE.
3 R = REFERENCE REMARKS.
4 ALL CASEWORK SHALL HAVE PLXX ON THE CABINETS AND PLXX ON THE COUNTERTOPS AND BACKSPLASH UNLESS NOTED OTHERWISE.
5 ALL GYP BOARD SOFFITS SHALL BE PAINTED IPTXX UNLESS NOTED OTHERWISE.
6 ALL METAL PORTIONS OF STAIRS SHALL BE PAINTED IPTXX UNLESS NOTED OTHERWISE.
7 REFERENCE A2 SERIES DRAWINGS FOR FLOOR PATTERN/FINISH EXTENT PLANS.
8 REFERENCE A3 SERIES DRAWINGS FOR MILLWORK INFORMATION.
9 REFERENCE A3 SERIES DRAWINGS FOR INTERIOR SPECIALTY ELEVATIONS.
10 REFERENCE A3 FOR TYPICAL FLOORING TRANSITION DETAILS.
11 WELDING ROD AT WELDED SEAMS IN SHEET VINYL SHALL MATCH THE DARKER OF THE SHEET VINYL COLORS AT SEAMS THAT DIVIDE TWO COLORS UNLESSNOTED OTHERWISE.
12 REFERENCE A2 SERIES DRAWINGS FOR TYPE AND PLACEMENT OF WALL PROTECTION.
LOCATION
FLOOR BASE
WALLS
CEILING REMARKSRE
VIS
ION
RO
OM
NU
MB
ER
ROOM NAME NORTH EAST SOUTH WEST
101 HSK CT-02 CT-02B IPT-01 IPT-01 IPT-01 IPT-01 IPT-01 4'-0" WAINSCOTING AT NORTH, SOUTH, AND WEST WALLS
102 SHOWER ROOM CT-02, CT02M CT-02B IPT-01 CT-01 CT-01 CT-01 IPT-01 CT-02M IN SHOWERS, CT-02 IN AISLE
103 WASH ROOM CT-02 CT-02B IPT-01 IPT-01 IPT-01 IPT-01 IPT-01
104 UTILITY SINK CT-02 CT-02B IPT-01 CT-01 IPT-01 CT-01 IPT-01
105 TOILET ROOM CT-02 CT-02B IPT-01 IPT-01 IPT-01 IPT-01 IPT-01
106 MECH SC-01 RB-01 IPT-01 IPT-01 IPT-01 IPT-01 IPT-01
107 HSK CT-02 CT-02B IPT-01 IIPT-01 IPT-01 IPT-01 IPT-01 4'-0" WAINSCOTING ALL WALLS
DOOR SCHEDULE
RE
VIS
ION
DO
OR
NU
MB
ER
WID
TH
HE
IGH
T
DO
OR
TY
PE
FR
AM
E T
YP
E
MATERIALS AND FINISHES DETAILS
LO
CK
FU
NC
TIO
N
CO
MM
EN
TS
DO
OR
NU
MB
ER
DO
OR
MA
TE
RIA
L
DO
OR
FIN
ISH
FR
AM
E M
AT
ER
IAL
FR
AM
E F
INIS
H
HE
AD
JA
MB
SIL
L
LEVEL 1
- 101 2' - 8" 7' - 0" A1 HM HM IPT - 01 HM IPT - 01 A3.30/03 A3.30/04 - STOREROOM 101
- 103 3' - 6" 7' - 0" A1 HM HM - HM - A3.30/03 A3.30/04 - CLASSROOM SEE EXTERIOR ELEVATIONS FOR FINISHES 103
- 104 3' - 6" 7' - 0" A1 HM HM - HM - A7.01/16 A7.01/03 & 16 - CLASSROOM SEE EXTERIOR ELEVATIONS FOR FINISHES 104
- 106 3' - 6" 7' - 0" A1 HM HM - HM - A7.01/16 A7.01/03 & 16 - STOREROOM SEE EXTERIOR ELEVATIONS FOR FINISHES 106
- 107 3' - 0" 7' - 0" A1 HM HM IPT - 01 HM IPT - 01 A3.30/03 A3.30/04 - STOREROOM 107
DOOR HARDWARESUBCONTRACTOR TO COORDINATE W/ OWNERSHIP AND FIELD CONDITIONSFINISH: 626 TYPICAL - INDICATED IN PARENTHESIS (626)
BASIS OF DESIGN:LOCKSET: SARGENT 7900 SERIES OR SIMILAR (626)
FUNCTION: SEE DOOR SCHEDULE - NO DEADBOLTLEVER: BLROSE: CECYLINDER: MATCH RESERVE SPEC W/ CONSTRUCTION CORE
HINGE: (3) MCKINNEY T4A3786 4 1/2" OR SIMILAR (626)KICKPLATE: ROCKWOOD K1050 10" OR SIMILAR (626)INTERIOR DOOR STOP: ROCKWOOD 406 OR SIMILAR (626)EXTERIOR DOOR STOP: RIXSON 10-X36 (630)
PROVIDE THE FOLLOWING AT EXTERIOR DOORS ONLY:CLOSER: NORTON CPS7500 OR SIMILAR (626)THRESHOLD: PEMKO 271A OR SIMILAR GASKETING: PEMKO 2893AV OR SIMILARSWEEP: PEMKO 57AV OR SIMILAR
3" = 1'-0"01 INTERIOR 8" CMU JAMB DETAIL
3" = 1'-0"02 INTERIOR 8" CMU HEAD DETAIL
TYPE FT-5
NO. DESCRIPTION DATE
A3
.50
02
2' - 0 3/4"
19”
MIN
CL
EA
R
2' -
3"
TO
TO
P O
F S
INK
RIM
2' -
10
"
COUNTERTOP AND SKIRT
SEALANT AROUND EDGE OF SINK
FINISH WALL
ACCESSIBLE FAUCET
BACKSPLASH
ACCESSIBLE SINK
LINE OF BASE CABINET BEYOND
FINISHED FLOOR
MAX
25"
PROVIDE UNDERSINK PIPING INSULATION
TYPICAL CABINET DIMENSIONS
NOTE: ALL CABINET DIMENSIONS GIVEN ARE NOMINAL. SCHEDULED CEILING HEIGHT
84"
60"54"48"
36"
34"
30"
FF
2' - 0"
MIN
2' -
3"
APRON / KNEE SPACE
PLAM - PLASTIC LAMINATE UNOCP - CAST PLASTIC (SOLID SURFACING MATERIAL)ER - EPOXY RESINSS - STAINLESS STEELST - STONE
SS
3" MAX
1 1/2" MIN
1/8
”
SCRIBE TO WALL
FILLER PANEL
LINE OF WALL
DOOR
PLAN - WALL FILLER PANEL AT END WALL
APLAN - END PANEL
B
DOOR
FLUSH
END PANEL
1 1
/4”
5 1
/2”
COUNTERTOP
APRON
36
" O
R 3
4"
AF
F
ARCHITECTURAL CABINET TYPICAL DETAILS
APRON
COUNTERTOP
1 1
/4”
1 1
/2”
30
" A
FF
1 1
/4”
1 1
/2”
30
" A
FF
COUNTERTOP
PENCIL DRAWER
SECTIONS - KNEE SPACE / APRON
CPLAN - INSIDE CORNER
FILLER PANELS BETWEEN ADJACENT CABINETS
D
4" MAX
2 1/4" MIN
4"
MA
X
2 1
/4"
MIN
1/8”
DOOR
DOOR OR DRAWER
FILLER PANEL
1/8
”
CABINET PULL
DRAWER FRONT
DOOR
STRETCHER
SECTION - DOOR TO DRAWERDRAWER TO DRAWER SIM
ESECTION - OPEN
CABINET TO DRAWER
F
CABINET PULL
DRAWER FRONT
END PANEL OR CABINET BEYOND
STRETCHER
1 1
/4”
1/8
”
CABINET PULL
DOOR
COUNTERTOP
1/8”
1/8
”2
1/2
”
DOOR
VALANCE
CABINET PULL
SECTION -COUNTERTOP WITH
DOOR BELOW
GSECTION - UPPER CABINET WITH DOORS AT VALANCE
H
1/8”
2 3
/8”
SECTION - UPPER CABINET OPEN SHELF
VALANCE
I
END PANEL OR CABINET BEYOND
VALANCE
2 3
/8”
END PANEL
CABINET BOTTOM
SECTION - UPPER CABINET AT EXPOSED
SIDE
J
1/8”
1/8
”
DOOR
CABINET PULL
PLAN - CABINET TO CABINET AT DOORS
KPLAN - DOOR TO
DOOR
L
1/8”
DOOR
CABINET PULL
FIN CLG
FASCIA PANEL WITH INTEGRAL SUPPORT
END PANEL
SECTION - UPPER CABINET FASCIA PANEL RETURN
M
1”
2”
FASCIA PANEL WITH INTEGRAL SUPPORT AT 36" OC MAX (MIN 2)
DOOR
GYP BD FURR DOWN
FURR DOWN SECTION AT UPPER CABINET
N
SCRIBE TO BACK WALL
CABINET BOTTOM
LINE OF WALL
SECTION - UPPER CABINET - BOTTOM OF
BACK WALL
O
MIN1”
CABINET COUNTERTOP
LINE OF WALL
PLAN - CASEWORK AT WALL ADJACENT
P
LINE OF BASE CABINET BELOW
R 2"
PLAN - AT OUTSIDE CORNER OF
COUNTERTOPS
Q
END PANEL
SCRIBE TO BACK WALL
END PANEL AT WALL
R
BASE CABINET
COUNTERTOP
COUNTERTOP EXTENSION AT END OF BASE CABINET
S
1/8
”
4”
4”
DOOR
EXTEND WALL BASE UNO
FLOOR
SECTION -CABINET DOOR
AT BASE
T
EQUIP
END PANEL
SECTION - END CAP
UUPPER CABINET FASCIA
PANEL CLOSURE
V
END PANEL
SECTION - END CAP
W
END PANEL
LINE OF BACK WALL
SCRIBE TO WALL
PLAN - END PANEL AT BACK
WALL
X
PLANMAX6”
SECTION
3”
PLAN
4”
COUNTERTOP SUPPORT BRACKET 36" OC MAX
MOUNTING SUPPORT TYPE B
3/4" PLAM COVERED BACKING
SECTION - COUNTERTOP SUPPORT BRACKET AT KNEE
SPACE
1/8
”
CLEAR MUTE
2”
CLEAR MUTE
CLEAR MUTE
CLEAR MUTE
3/8
”
PLAM TO MATCH CAB
FIN CLG
FASCIA PANEL WITH INTEGRAL SUPPORT AT 36" OC MAX (MIN 2)
DOOR
3/8
”
PLAM TO MATCH CAB
CABINET LEGEND
CABINET ELEVATION LEGEND
SCHEDULED CLG HEIGHT
84"
60"
54"
48"
36"
34"
30"
FF
A
L
K
G G
P
A
K
LL
K
N V
B
36
36
30
I O H
T
B
U
U
C C F
RE
AS
EQUIP
KS
36a
36 18 18 30
SS
M
X
J
X
S
FURR DOWN OR FASCIA PANEL
ADJUSTABLE SHELF INDICATION
COUNTERTOP DESIGNATION IF OTHER THAN PLASTIC LAMINATE
CABINET ELEVATION ABBREVIATION
CABINET WIDTH AND ACCESSORY
VIEW ICON INDICATES ORIENTATION OF VIEW ON PLAN
ROOM NAMEROOM NUMBER
ACCESSORY LEGEND (LOWER CASE LETTERS ONLY)
a - DRAWER / CABINET LOCKb - WASTE CHUTE - 8" DIA HOLE IN COUNTERTOPc - SLIDING WRITING SHELFd - GROMMETe - P-LAM CLAD PANEL, INSERT TO MATCH CABINET DOOR / DRAWERS
ELEVATION ABBREVIATION LEGEND
AS - ACCESSIBLE SINKF - FILE DRAWERFS - FIXED SHELFKB - KEYBOARD DRAWERKS - KNEE SPACEG - GLASS FRONTTL - TASK LIGHTING
CABINET ELEVATION LEGENDSCHEDULED CLG HEIGHT
84"
60"
54"
48"
36"
34"
30"
FF
KS
ROOM NAMEROOM NUMBER
A
A
P
K
L
N V
B
H O I
G
C
K
L
B W
Q
T
FURR DOWN OR FASCIA PANEL
ADJUSTABLE SHELF INDICATION
CABINET ELEVATION ABBREVIATION
VIEW ICON INDICATES ORIENTATION OF VIEW ON PLAN
CABINET ELEVATION LEGENDSCHEDULED CLG HEIGHT
84"
60"
54"
48"
36"
34"
30"
FF
ROOM NAMEROOM NUMBER
SS
C E
R BD
AS
COUNTERTOP DESIGNATION IF OTHER THAN PLASTIC LAMINATE
CABINET ELEVATION ABBREVIATION
VIEW ICON INDICATES ORIENTATION OF VIEW ON PLAN
CABINET GENERAL NOTES
1. CABINET WIDTHS TO BE BASED ON MODULE INCREMENTS OF 3" UNO.
2. PROVIDE FILLER PANELS TO FINISH OUT TO SCRIBE CABINETS TO WALL.
3. PROVIDE FILLER PANELS AND TRIM WHERE EQUIPMENT IS LOCATED WITHIN CABINETS.
4. PROVIDE FINISHED END PANELS END RETURNS AT OPEN ENDED CABINETS, KNEE SPACES, AND ACCESSIBLE SINKS.
5. PROVIDE 1 1/2" THICK FINISHED END PANEL AT FREE STANDING END OF ACCESSIBLE SINKS AND KNEE SPACES.
6. WHEN FILLER PANELS ARE REQUIRED AT BOTH ENDS OF CASEWORK TERMINATION, BOTH FILLER PANELS SHALL BE EQUAL WIDTH.
7. PROVIDE WALL BRACKET SUPPORTS AT 36" OC MAX TO SUPPORT COUNTERTOP AT CONTINUOUS KNEE SPACE.
8. PROVIDE END SPLASH WHEN COUNTERTOP IS ADJACENT TO WALL AT SIDES.
9. PROVIDE HOLES FOR GROMMETS IN COUNTERTOPS AND AT THE FOLLOWING LOCATIONS: - 1 EACH WIRE ACCESS HOLE WITH GROMMET AT KNEE SPACE. - WIRE ACCESS HOLES WITH GROMMETS AT 38" OC FOR CONTINUOUS RUNS OF KNEE SPACE. - 1 WIRE ACCESS GROMMET BEHIND EACH KEYBOARD DRAWER. - 1 COMPUTER PAPER SLOT GROMMET BEHIND EACH PRINTER.
10. PROVIDE ADJUSTABLE SHELVES IN CABINETS AT THE FOLLOWING LOCATIONS UNO ON ELEVATIONS: - BASE CABINET - 1 SHELF - FULL HEIGHT CABINET - 5 SHELVES, 1 FIXED. - WALL CABINET - 1 SHELF AT 24" HIGH, 2 SHELVES AT TALLER CABINETS NOTE: SHELVES TO BE 3/4" THICK FOR SPANS UP TO 32" AND 1" THICK FOR SPANS UP TO 36".
11. GLASS FRONTS TO BE 1/4" THICK CLEAR TEMPERED GLASS UNO.
12. PROVIDE AN APRON AT ALL KNEE SPACES 30" OR HIGHER UNO.
FASCIA PANEL JOINTS
8'-0" MAX BETWEEN
TASK LIGHTING
R4
IPT - 01
2' -
0"
6"
BASE - 01
SSF - 01
IPT - 01
TYP6 1/4"
TYPEQ
TYPEQ
CT - 01
09
A3.20
CUSTOM FOUR COMPARTMENT STAINLESS STEEL SERVICE SINK W/ RAISED RIM - BOWL SIZE BASED ON KOHLER BALLAD K-RH20061
2' -
10
"
14' - 8"
BOWL CL
3' - 6"BOWL CL TO
J1
R4
A1
IPT - 01
BASE - 01
IPT - 01
SSF - 01
TYPEQ
TYPEQ
TYPEQ
TYPEQ
8"
6"
2' -
0"
EQ
TYP
EQ EQ EQ EQ EQ EQ EQ EQ EQ
4' -
0"
CT - 01
V1
HOSE BIB
09
A3.20
CT - 01
09
A3.20
SIM
CT - 01
09
A3.20
CT- 01
4' -
0"
08
A3.20
OPEN TO BEYOND
IPT - 01
BASE - 01
IPT - 01
IPT - 01
BASE - 01
1" = 1'-0"10
ACCESSIBLE FRONT
APPROACH SINK SECTION
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
2:2
6:5
9 P
M
A3.50
INTERIOR ELEVATIONS
AND CABINET DETAILS
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
1/4" = 1'-0"01WASH ROOM EAST ELEVATION
1/4" = 1'-0"04HEAVY DUTY SINK EAST ELEVATION
1/4" = 1'-0"02WASH ROOM WEST ELEVATION
1/4" = 1'-0"03HEAVY DUTY SINK WEST ELEVATION
1/4" = 1'-0"06SHOWER ROOM EAST ELEVATION
1/4" = 1'-0"07SHOWER ROOM SOUTH ELEVATION
1/4" = 1'-0"05SHOWER ROOM WEST ELEVATION
1/4" = 1'-0"08TOILET ROOM NORTH ELEVATION
1/4" = 1'-0"09TOILET ROOM SOUTH ELEVATION
NO. DESCRIPTION DATE
LEVEL 1
100' - 0"
1 2
TO WALL FRAMING
109' - 1 1/8"
05
A5.01
ADHERED STONE MASONRY (MV-1)
EXTERIOR INSUALTION FINISH SYSTEM (EF-1)
ALUMINUM FASCIA & GUTTER (MF-2)
STANDING SEAM METAL ROOF (MF-1)
ADHERED STONE MASONRY WATERTABLE (MV-2)
HIGH PERFORMANCE WINDOWS (WN-1) W/ APPLIED FILM (FM-1) ON INTERIOR SURFACE
HM DOOR AND FRAMEMAX U VALUE: 0.37(MF-3)
SIDELIGHT (GL-1) W/ APPLIED FILM (FM-1) ON INTERIOR SURFACE
ALUMINUM DOWNSPOUT (MATCH EF-1)
ALIGN TOP OF LIGHT FIXTURE W/ FRAME HEAD
1' - 2"
EQ 8' - 0" EQ EQ8' - 0"8' - 0"8' - 0"EQ
CJ CJ CJ CJ CJ CJ
15
A7.01
16
A7.01
03
A7.01
11
A7.01
12
A7.0113
A7.01
04
A7.01BOLLARD (MF01A)REF A3.00/06 - PAINT SAFETY YELLOW
NEW MECHANICAL AIR UNIT
LEVEL 1
100' - 0"
12
TO WALL FRAMING
109' - 1 1/8"
HIGH PERFORMANCE WINDOWS (WN-1) W/ APPLIED FILM (FM-1) ON INTERIOR SURFACE
HM DOOR AND FRAMEMAX U VALUE: 0.37(MF-3)
SIDELIGHT (GL-1) W/ APPLIED FILM (FM-1) ON INTERIOR SURFACE
ADHERED STONE MASONRY (MV-1)
EXTERIOR INSUALTION FINISH SYSTEM (EF-1)
ALUMINUM GUTTER AND FASCIA (MF-2)
STANDING SEAM METAL ROOF (MF-1)
ADHERED STONE MASONRY WATERTABLE (MV-2)
ALUMINUM DOWNSPOUT (MATCH EF-1)
ALIGN TOP OF LIGHT FIXTURE W/ FRAME HEAD
1' - 2"
EQ 8' - 0" 8' - 0" EQ EQ8' - 0"8' - 0"EQ
CJ CJ CJ CJ CJ CJ
15
A7.01
16
A7.01
03
A7.01 11
A7.01
12
A7.01
13
A7.01
03
A7.01
05
A5.01
BOLLARD (MF01A) -PAINT SAFETY YELLOW
MECHANICAL AIR UNIT
LEVEL 1
100' - 0"
B A
MECHANICAL EXHAUST FAN
TO WALL FRAMING
109' - 1 1/8"
ADHERED STONE MASONRY (MV-1)
EXTERIOR INSUALTION FINISH SYSTEM (EF-1)
ALUMINUM FASCIA & GUTTER(MF-2)
STANDING SEAM METAL ROOF (MF-1)
ADHERED STONE MASONRY WATERTABLE (MV-2)
HIGH PERFORMANCE WINDOWS (WN-1) W/ APPLIED FILM (FM-1) ON INTERIOR SURFACE
HM DOOR AND FRAMEMAX U VALUE: 0.37(MF-3)
8' -
0"
EQ 8' - 0" EQ
CJ CJ
15
A7.01
16
A7.01
03
A7.01
13
A7.01
11
A7.01
12
A7.01
REF. A7.01/ 17
LEVEL 1
100' - 0"
BA
TO WALL FRAMING
109' - 1 1/8"
BU
ILD
ING
HE
IGH
T
13
' - 3
3/8
"
EQ
EQ
12
' - 0
"
EQ 8' - 0" 8' - 0" EQ
CJ CJ CJ
ATTIC STYLE TRUSS BEYOND SHOWN DASHED
MECHANICAL DUCT PENETRATIONS
LIGHT FIXTURE
REF. A7.01/ 17
MECHANICAL AIR UNIT
BOLLARD (MF01A) -PAINT SAFETY YELLOW
LEVEL 1
100' - 0"
B
TO WALL FRAMING109' - 1 1/8"
EIFS(EF-1)
ADHERED STONE MASONRY(MV-1)
ADHERED STONE WATERTABLE(MV-2)
MIN R-19 BATT INSULATION IN STUD CAVITY
2" SEMI-RIGID INSULATION
STRUCTURAL FOUNDATION WALL
2" RIGID INSULATION
2X6 NOMINAL WOOD STUDS
STANDING SEAM METAL ROOF(MF-1)
6" GRAVEL COURSE
CONCRETE SLAB ON GRADE
MIN R-38 BATT INSULATION AT ROOF
1" AIR VENT CHUTE AND HEEL BAFFLE
5
12
METAL PANEL SOFFIT(MF-2)
ALUMINUM GUTTER & FASCIA(MF-2)
6"
GRADE
A2.02/03
A7.01/11
SIM
A7.01/02
EXTERIOR FINISH SELECTIONS (BASIS OF DESIGN)
ADHERED MASONRY VENEER
MV-1MFG: CULTURED STONESTYLE: DRESSED FIELDSTONECOLOR: ASPEN
MV-2MFG: CULTURED STONESTYLE: WATERTABLE / SILLCOLOR:
EXTERIOR INSULATION & FINISH SYSTEM (EIFS)
EF-1COLOR: RED TO MATCH EXISTING
MIN PERFORMANCE VALUES:R: 7.2
METAL FINISH
MF-1MFG: CENTRIATYPE: CUSTOM COLOR (3 COAT SYSTEM INCLUDING PRIMER, PVDF COLOR COAT, AND PVDF CLEAR COAT)COLOR: RED TO MATCH EXISTING ROOF
OWNER TO SELECT (GRAY OR TAUPE)
MF-2 CENTRIATYPE: CUSTOM COLOR (3 COAT SYSTEM INCLUDING PRIMER, PVDF COLOR COAT, AND PVDF CLEAR COAT)COLOR: LIGHT GRAY TO MATCH EXISTING FASCIA & SOFFIT
GLASS
GL-1TYPE: 1" INSULATEDCOLOR: CLEAR
MAX SYSTEM PERFORMACE VALUES:U: 0.38SHGC: 0.40
MF-3TYPE: PAINT MPI EXT 5.1M (SEE PAINTING SPECIFICATION)COLOR: LIGHT BLUE TO MATCH EXISTING HM DOORS AND FRAMES.
APPLIED FILM
FM-1MFG: 3MTYPE: POLYESTERCOLOR: SXWF-WM WHITE MATTE
EXTERIOR WINDOWS
WN-1MFG: CASCADIATYPE: FIBERGLASS 400 SERIESCOLOR: WHITE
MAX SYSTEM PERFORMANCE VALUESU: 0.38SHGC: 0.40
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
1:1
1:5
3 P
M
A5.01
EXTERIOR ELEVATIONS
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
1/4" = 1'-0"01SOUTH ELEVATION
1/4" = 1'-0"02NORTH ELEVATION
1/4" = 1'-0"03EAST ELEVATION
1/4" = 1'-0"04WEST ELEVATION
1/2" = 1'-0"05TYPICAL WALL SECTION
NO. DESCRIPTION DATE
CASING BEAD WITH PERFORATIONS AT 12" OC FOR WEEPING
THIN MASONRY
3/4" PORTLAND CEMENT PLASTER
METAL LATH
EXTERIOR CEMENT BOARD SHEATHING
AIR / WATER BARRIER - SEE GRADE LEVEL TERMINATION DETAIL FOR AIR BARRIER TERMINATION AT GRADE
MORTAR SETTING BED
EXTERIOR PLYWOOD SHEATHING
2" SEMI-RIGID INSULATION
MESH TAPE AT ALL JOINTS IN CEMENT BOARD SHEATHING
MORTAR
"Z" FURRING
FIBERGLASS CLIP
CONT SHEET METAL DRIP FLASHING - PROVIDE END DAMS AT ALL DRIP FLASHING TERMINATIONS UNO
GENERAL NOTES
CONTROL JOINTS (CJ) AND EXPANSION JOINTS (EJ) TO BE PLACED AT:1. AS REQUIRED TO ALIGN WITH JOINTS IN SUBSTRATES.2. AS REQUIRED TO DIVIDE PLASTER INTO AREAS (PANELS) OR FOLLOWING MAXIMUM SIZES
WITH LENGTHS-TO-WIDTH RATIOS OF NOT GREATER THAN 2-1/2:1:
A. VERTICAL SURFACES: 144 SQ FT (13.4 SQ M)B. HORIZONTAL SURFACES: 100 SQ FT (9.3 SQ M)
3. AT DISTANCES BETWEEN CONTROL JOINTS OF NOT GREATER THAN 12 FT (3.6M) ON CENTERS.4. WHERE CONTROL JOINTS OCCUR IN SURFACE OF OTHER CONSTRUCTION DIRECTLY BEHIND PLASTER.5. WHERE PLASTER AREAS CHANGE DIMENSIONS, TO DELINEATE RECTANGULAR-SHAPED AREAS (PANELS) AND TO RELIEVE STRESS THAT OCCURS AT CORNER FORMED BY
DIMENSION CHANGE.
VAPOR RETARDER
5/8" GYP BOARD
R-19 BATT INSULATION
SLAB ON GRADE
THIN MASONRY ON PORTLAND CEMENT PLASTER SYSTEM
BARRIER FLASHING TAPE
BELOW SLAB VAPOR RETARDER
MA
X
45.0
0°
1/2" CEMENT BOARD
1' -
4"
6"
LA
P
FIBERGLASS CLIP
RUBBERIZED ASPHALT FLASHING
CONTINUOUS TERMINATION BAR
3/4" PORTLAND CEMENT PLASTER
AIR / WATER BARRIER
BARRIER FLASHING TAPE
LIQUID MEMBRANE
BARRIER FLASHING TAPE
LATH
SHEET METAL FLASHING W/ HEMMED EDGE TO BE CONT VISIBLE
GEOMETRY OF END DAMS SHOWN DASHED - INSTALL END DAMS AT EACH FLASHING TERMINATION
"Z" FURRING
CONT SHEET METAL DRIP FLASHING WITH HEMMED EDGE - PROVIDE END DAM AT ALL FLASHING TERMINATION UNO
6"
GRADE
2" SEMI-RIGID INSULATION
NOTE:REFER TO ADHERED MASONRY SYSTEM COMPONENTS DETAIL FOR SYSTEM COMPONENTS.
3"
SEALANT WITH BOND BREAKER TAPE
THIN MASONRY ON PORTLAND CEMENT PLASTER SYSTEM
BARRIER FLASHING TAPE
VAPOR RETARDER
GYP BOARD
HOLLOW METAL DOOR FRAME
SEALANT
2X6 NOMINAL WOOD STUDS
R-19 BATT INSULATION
NOTE:REFER TO ADHERED MASONRY SYSTEM COMPONENTS DETAIL FOR SYSTEM COMPONENTS.
2" SEMI RIGID INSULATION
"Z" FURRING
CONT 2 1/2" X 2 1/2" 12 GA GALV STEEL ANGLE
FIBERGLASS CLIP
AIR / WATER BARRIER
1/2" CEMENT BOARD
SEALANT AND BACKER ROD
SHEET METAL CONTINUOUS FLASHING
3"
THIN MASONRY ON PORTLAND CEMENT PLASTER SYSTEM
BARRIER FLASHING TAPE
1/2" CEMENT BOARD
AIR / WATER BARRIER
NOTE:REFER TO ADHERED MASONRY SYSTEM COMPONENTS DETAIL FOR SYSTEM COMPONENTS.
2X6 NOMINAL WOOD STUDS
SEALANT AND BACKER ROD
CONTROL JOINT
CORNER BEAD
GYP BD
R-19 BATT INSULATION
2" SEMI-RIGID INSULATION
VAPOR RETARDER
REF EXTERIOR ELEVATIONS
3"
3"
THIN MASONRY ON PORTLAND CEMENT PLASTER SYSTEM
AIR / WATER BARRIER
CONTROL JOINT
BUILDING PAPER TO BE CONTINUOUS BEHIND CONTROL JOINT
R-19 BATT INSULATION
GYP BD
SEALANT AND BACKER ROD
NOTE:REFER TO ADHERED MASONRY SYSTEM COMPONENTS DETAIL FOR SYSTEM COMPONENTS.
VAPOR RETARDER2" SEMI-RIGID INSULATION
3"
SEAL WATERTIGHT INTERSECTION OF VERTICAL EXPANSION JOINT AND HORIZONTAL CASING BEAD
PERFORATIONS AT 12" OC
CLIP CASING BEAD AT CONTROL JOINT TO ALLOW FOR DRAINAGE
CONTROL JOINT
NOTE:SOME COMPONENTS OMITTED FOR CLARITY - REFER TO THE TYPICAL GRADE LEVEL TERMINATION DETAIL FOR WEEPS AND FLASHING AT SILL TERMINATION.
FINISH COAT
THE EXTERIOR INSULATION AND FINISH
SYSTEM (EIFS)
EXPANDED POLYSTYRENE (EPS) INSULATION BOARD
BASE COAT
REINFORCING MESH
BASE COAT
TROWEL APPLIED ADHESIVE APPLIED TO BACK OF EPS BOARD
THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) IS DESIGNED AS AN INTEGRATED SYSTEM REQUIRING COORDINATION OF INSTALLATION AND INTERFACE OF SYSTEM COMPONENTS. THE SYSTEM FUNCTIONS AS A FLEXIBLE, EXTERIOR INSULATING ENVELOPE WITH AN INNER INSULATING LAYER AND AN OUTER PROTECTIVE COATING LAYER. THE SYSTEM IS DESIGNED AS A BARRIER WALL SYSTEM, IT IS DETAILED TO PREVENT WATER FROM ENTERING THE SYSTEM.
THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) IS MADE UP OF, BUT NOT LIMITED TO THE FOLLOWING:
- SUBSTRATE- MESH TAPE- AIR / WATER BARRIER- FLASHING TAPE- EXPANDED POLYSTYRENE (EPS) INSULATION BOARD- TROWEL APPLIED ADHESIVE- BASE COAT- REINFORCING MESH- FINISH COAT- PRIMER
EIFS SYSTEM AIR / WATER BARRIER
CONT 4" WIDE STRIP OF FLASHING TAPE AT PERIMETER OF ALL OPENINGS
MESH TAPE
PLYWOOD SUBSTRATE
EIFS SYSTEM
BACKWRAP MESH THEN OVERLAP 2 1/2" MIN - TYPICAL AT SYSTEM RETURNS
COLOR COORDINATED PRIMER/COATING AT SYSTEM RETURNS
SEALANT AND BACKER ROD
SILL PAN END DAM BEYOND
BARRIER FLASHING TAPE
SILL PAN FINISHED TO MATCH WINDOW SYSTEM
3/4
"
RO
AIR / WATER BARRIER
4"
THIN MASONRY WATERTABLE W/ DRIP EDGE
THIN MASONRY ON PORTLAND CEMENT PLASTER SYSTEM
2"
CONT SHEET METAL FLASHING - PROVIDE END DAM AT ALL TERMINATIONS
SEALANT
SHIM
2"
SLOPE 1:2
FACE OF EIFS BEYOND
3"
EIFS SYSTEM
SEALANT AND BACKER ROD
COLOR COORDINATED PRIMER/COATING AT SYSTEM RETURNS
BARRIER FLASHING TAPE
BACKWRAP MESH THEN OVERLAP 2 1/2" MIN - TYPICAL AT SYSTEM RETURNS
MULLION CLOSURE TRIM
RO
SEALANT
4"
1"
3/4
"
VAPOR RETARDER
GYP BOARD
R-19 BATT INSULATION
2 1/4"
SEALANT AND BACKER ROD
COLOR COORDINATED PRIMER/COATING AT SYSTEM RETURNS
BARRIER FLASHING TAPE
BACKWRAP MESH THEN OVERLAP 2 1/2" MIN - TYPICAL AT SYSTEM RETURNS
EIFS SYSTEM
SEALANT
2X HEADER AS SCHEDULED
RO
3/4
"
1"
4"
SLOPE 1:2
VAPOR RETARDER
R-19 BATT INSULATION
GYP BOARD
2 1/4"
EIFS SYSTEM
BACKWRAP MESH THEN OVERLAP 2 1/2" MIN - TYPICAL AT SYSTEM RETURNS
SEALANT AND BACKER ROD EACH SIDE
COLOR COORDINATED PRIMER/COATING AT SYSTEM RETURNS
EIFS SYSTEM
3/4
"3
/4"
2 1/4"
HOLLOW METAL FRAME
RO
GYP BOARDPLYWOOD SHEATHING
2x6 NOMINAL WOOD STUDS
SEALANT AND BOND BREAKER TAPE
SEALANT
BARRIER FLASHING TAPE
VAPOR RETARDER
R-19 BATT INSULATION
4"
1"
3/4
"
RAIN DRIP
HOLLOW METAL FRAME
RO
GYP BOARD
PLYWOOD SHEATHING
3/4
"
SEALANT AND BOND BREAKER TAPE
SEALANT
BARRIER FLASHING TAPE
4"
2X WOOD HEADER
VAPOR RETARDER
1"
SLOPE 1:2
2 1/4"
NOTE: REFER TO DETAIL A7.01/10 FOR BALANCE OF SYSTEM COMPONENTS.
EXTERIOR PLYWOOD SHEATHING
AIR/WATER BARRIER
BARRIER FLASHING TAPE ALL SIDES
CONTINUOUS WELD
DUCT OR INSULATED PIPE PENETRATION WALL SYSTEM
12 GA STAINLESS STEEL COLLAR - ALL SIDES
0.062" X 6" EXTRUDED SILICONE SHEET SET IN SILICONE SEALANT
CONTINUOUS STAINLESS STEEL DRAW BAND
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/1
4/2
020
12:4
8:5
9 P
M
A7.01
EXTERIOR DETAILS
14 FEBRUARY 2020
22564.000
CONSTRUCTION
DOCUMENTS
3" = 1'-0"01ADHERED MASONRY
SYSTEM COMPONENTS
3" = 1'-0"02 GRADE LEVEL TERMINATION
3" = 1'-0"03HOLLOW METAL
DOOR FRAME AT JAMB
3" = 1'-0"04 TYPICAL CORNER DETAIL PLAN
3" = 1'-0"05 VERTICAL CONTROL JOINT
3" = 1'-0"06 CONTROL JOINT TERMINATION
NTS10 EIFS SYSTEM COMPONENTS
3" = 1'-0"11 WINDOW SILL
3" = 1'-0"12 WINDOW JAMB
3" = 1'-0"13 WINDOW HEAD
3" = 1'-0"14 PENETRATION
3" = 1'-0"16 EXTERIOR EIFS JAMB DETAIL
3" = 1'-0"15 EXTERIOR EIFS HEAD DETAIL
3" = 1'-0"17 DUCT OR INSULATED PIPE PENETRATION
NO. DESCRIPTION DATE
STRUCTURAL NOTES :
A. GENERAL
1. THE STRUCTURAL NOTES ARE INTENDED TO COMPLEMENT THE PROJECT SPECIFICATIONS WHICH ARE PART OF THE CONSTRUCTION DOCUMENTS. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS SHALL GOVERN OVER THE STRUCTURAL NOTES AND TYPICAL DETAILS.
2. THESE DRAWINGS (AND, WHERE APPLICABLE, ACCOMPANYING WRITTEN SPECIFICATIONS) ARE THE ONLY CONTRACT DOCUMENTS PROVIDED BY ARW ENGINEERS FOR THE PROJECT REPRESENTED HEREIN. NOTHING IN ANY DIGITAL MODEL OR DIGITAL FILE RELATED TO THIS PROJECT SHALL BE TAKEN TO SUPERSEDE ANY INFORMATION SHOWN IN THESE DRAWINGS (INCLUDING, BUT NOT LIMITED TO, DIMENSIONS, SIZES, ETC).
3. THE ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. THE STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TO AND MUST BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS AND OTHER CONSULTANTS DRAWINGS. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN CASE OF CONFLICT, FOLLOW THE MOST STRINGENT REQUIREMENT AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.
4. SEE SPECIFICATIONS FOR REQUIRED SUBMITTALS. SUBMITTALS SHALL BE MADE IN A TIMELY MANNER AS INDICATED IN SPECIFICATIONS. REVIEW OF SUBMITTALS BY ARW ENGINEERS IS FOR GENERAL COMPLIANCE ONLY AND IS NOT INTENDED AS APPROVAL. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SIZES, DIMENSIONS, AND ELEVATIONS ON SUBMITTALS AS RELATED TO DESIGN DOCUMENTS. PREPARATION OF SHOP DRAWINGS FOR STRUCTURAL ELEMENTS WILL REQUIRE INFORMATION (I.E. DIMENSIONS, ETC.) FOUND IN THE ARCHITECTURAL, STRUCTURAL, AND OTHER CONSULTANTS DRAWINGS.
5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE. IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN ON CONTRACT DOCUMENTS, CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION OF ANY AFFECTED ELEMENTS.
6. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL LOCATIONS AND SIZES OF MECHANICAL EQUIPMENT OR OTHER EQUIPMENT BEFORE FABRICATING AND ERECTING STRUCTURAL ELEMENTS. SIZES AND LOCATIONS THAT DIFFER FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT.
7. THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST TO THE ARCHITECT FOR ARCHITECT AND/OR ENGINEER APPROVAL BEFORE PROCEEDING WITH ANY CHANGES, MODIFICATIONS, OR SUBSTITUTIONS.
8. OBSERVATION VISITS TO THE SITE BY ARW ENGINEERS FIELD REPRESENTATIVES SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION.
9. DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS AS NOTED IN THESE DOCUMENTS.
10. TYPICAL OR SIMILAR DETAILS AND SECTIONS SHALL APPLY WHERE SPECIFIC DETAILS ARE NOT SHOWN. TYPICAL OR SIMILAR DETAILS REFER TO THE CONDITION ADDRESSED AND ARE NOT NECESSARILY DETAILS LABELED “TYPICAL” OR “SIMILAR” IN THE PLANS AND DOCUMENTS.
11. DRAWINGS AND DETAILS HAVE BEEN PREPARED WITH THE INTENT TO VISUALLY REPRESENT INFORMATION PROVIDED IN SCALED FORM; HOWEVER CONTRACTOR/SUPPLIERS SHOULD NOT SCALE PLANS OR DETAILS FOR DIMENSIONAL INFORMATION.
12. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY SHORING AND BRACING FOR ALL STRUCTURAL ELEMENTS UNTIL THE ENTIRE STRUCTURAL SYSTEM IS COMPLETED. DESIGN OF ALL SHORING AND BRACING IS BY OTHERS AT NO ADDITIONAL COST TO THE OWNER.
13. ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTIVITIES UNDER CONTROL OF THE CONTRACTOR SUCH AS CONSTRUCTION SITE SAFETY, MEANS, METHODS AND SEQUENCING OF CONSTRUCTION. ENGINEER SHALL NOT BE RESPONSIBLE FOR FABRICATION, ERECTION AND CONSTRUCTION REQUIREMENTS AS PRESCRIBED BY OSHA OR OTHER REGULATORY AGENCIES REGARDLESS OF INDICATIONS IN THESE DOCUMENTS.
14. NOTICE OF COPYRIGHT: THESE STRUCTURAL DRAWINGS ARE HEREBY COPYRIGHTED BY ARW ENGINEERS, ALL RIGHTS RESERVED. THESE DOCUMENTS DEFINE A STRUCTURE AND ARE INSTRUMENTS OF SERVICE, FOR ONE USE ONLY. REPRODUCTION AND DISTRIBUTION OF THESE DRAWINGS IS ONLY ALLOWED AS REQUIRED FOR REGULATORY AGENCIES AND FOR CONVEYANCE OF INFORMATION TO PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. THESE DOCUMENTS SHALL NOT BE REPRODUCED OR COPIED, IN PART OR WHOLE BY ANY PARTY FOR USE IN PREPARATION OF SHOP DRAWINGS OR OTHER SUBMITTALS.
15. WHERE THE WORD "SHALL" OCCURS IN THESE DRAWINGS AND ANY ACCOMPANYING SPECIFICATIONS, IT IS CONSIDERED A MANDATORY OBLIGATION AND SYNONYMOUS WITH THE PHRASE "HAS DUTY TO".
B. STATEMENT OF SPECIAL INSPECTIONS AND SPECIAL INSPECTIONS
1. THE DESIGNATED SEISMIC/WIND SYSTEMS AND SEISMIC/WIND-FORCE-RESISTING SYSTEMS THAT ARE SUBJECT TO SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC SECTION 1705.11 AND 1705.12 ARE IDENTIFIED ON THESE DOCUMENTS WITH A CIRCLE “L”. ALL OTHER ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED IN THE SPECIAL INSPECTION SCHEDULE ON SHEET S0.02.
2. SPECIAL INSPECTIONS AND TESTING ARE TO BE PROVIDED AS REQUIRED BY IBC SECTIONS 1704 THROUGH 1705 AND OTHER APPLICABLE SECTIONS OF THE IBC. THE TYPE AND FREQUENCY OF TESTING AND SPECIAL INSPECTIONS SHALL BE AS NOTED IN THE SPECIAL INSPECTION SCHEDULE, JOB SPECIFICATIONS, AND ACCORDANCE WITH IBC SECTION 110 AND CHAPTER 17. CONTRACTOR SHALL COORDINATE AND COOPERATE WITH REQUIRED INSPECTIONS.
3. ALL TESTING AND SPECIAL INSPECTION SHALL BE PROVIDED BY A QUALIFIED INDEPENDENT SPECIAL INSPECTION AGENCY IN ACCORDANCE WITH IBC 1704 AND AS OUTLINED IN THE JOB SPECIFICATIONS. REPORTS OF FINDINGS OR DISCREPANCIES SHALL BE NOTED AND FORWARDED TO THE CONTRACTOR, ARCHITECT, ENGINEERS, AND BUILDING OFFICIAL IN A TIMELY MANNER.
4. STRUCTURAL OBSERVATION VISITS SHALL BE PERFORMED BY A REPRESENTATIVE FROM ARW ENGINEERS IN ACCORDANCE WITH THE CONTRACT AS NEEDED TO OBSERVE THE CONSTRUCTION OF CRITICAL BUILDING ELEMENTS (I.E. FOOTINGS, BRACED FRAMES, MOMENT FRAMES, DRAG STRUTS AND THEIR CONNECTIONS, COLLECTORS, AND ROOF AND FLOOR DIAPHRAGMS). STRUCTURAL OBSERVATION REPORTS FOR EACH VISIT SHALL BE SENT DIRECTLY TO THE ARCHITECT FOR DISTRIBUTION TO THE CONTRACTOR AND BUILDING OFFICIAL. STRUCTURAL OBSERVATION VISITS SHALL NEITHER BE CONSTRUED AS SPECIAL INSPECTION NOR APPROVAL OF COMPLETED CONSTRUCTION.
5. IN ACCORDANCE WITH IBC 1704.4, THE CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR’S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER. THE STATEMENT SHALL BE SUBMITTED PRIOR TO THE CONSTRUCTION OF ANY SEISMIC/WIND-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC/WIND SYSTEM, OR COMPONENT IDENTIFIED IN THESE DOCUMENTS WITH A CIRCLE “L”.
C. BASIS OF DESIGN
1. GOVERNING BUILDING CODE : INTERNATIONAL BUILDING CODE (IBC) 2018RISK CATEGORY : II
2. ROOF LOADSa. FLAT-ROOF SNOW LOAD, Pf : 30 PSF
1. GROUND SNOW LOAD, Pg : 43 PSF2. SNOW EXPOSURE FACTOR, Ce : 1.03. SNOW LOAD IMPORTANCE FACTOR, Is : 1.04. THERMAL FACTOR, Ct : 1.05. SLOPE FACTOR, CS : 1.06. SNOW DRIFT : SHOWN ON PLANS WHERE APPLICABLE.
b. LIVE LOAD = 20 PSFc. DEAD LOAD = 15 PSF
3. WIND DESIGNa. BASIC WIND SPEED (3 SECOND GUST) : 103 MPHb. WIND EXPOSURE : Cc. INTERNAL PRESSURE COEFFICIENT, GCPI : 0.18d. COMPONENT AND CLADDING DESIGN WIND PRESSURE SHALL BE AS REQUIRED PER ASCE 7-16.
4. SEISMIC DESIGN :a. SEISMIC IMPORTANCE FACTOR, IE : 1.0b. SITE CLASS : Dc. MAPPED SPECTRAL RESPONSE ACCELERATIONS : SS = 1.147 , S1 = 0.418d. SPECTRAL RESPONSE COEFFICIENTS : SDS = 0.918 , SD1 = 0.524e. SEISMIC DESIGN CATEGORY : Df. BASIC SEISMIC-FORCE-RESISTING SYSTEM : LIGHT-FRAME WOOD SHEAR WALLg. DESIGN BASE SHEAR : VN-S = 12.8k , VE-W = 12.8kh. SEISMIC RESPONSE COEFFICIENT, CS : 0.141i. RESPONSE MODIFICATION FACTOR, R : 6.5j. ANALYSIS PROCEDURE : STATIC, ELF
D. FOUNDATION
1. GENERALa. DESIGN SOIL PRESSURE : 1500 PSFb. ALL FOOTINGS SHALL BE PLACED ON MECHANICALLY COMPACTED FILL COMPACTED TO NOT LESS
THAN 95% OF MODIFIED PROCTOR DENSITY (ASTM D-1557).c. UNLESS NOTED OTHERWISE, ALL CONCRETE SLABS ON EARTH SHALL BEAR ON STRUCTURAL FILL
COMPACTED TO 90% OF MODIFIED PROCTOR DENSITY (ASTM D-1557).d. TOP OF FOOTING ELEVATIONS SHOWN ON THE FOOTING AND FOUNDATION PLAN ARE BASED ON
PRELIMINARY GRADING INFORMATION AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION. STEPS WHERE SHOWN ARE AT APPROXIMATE LOCATIONS. ACTUAL STEP LOCATIONS SHALL BE AT THE CONTRACTOR’S DISCRETION BASED UPON FIELD CONDITIONS. ALL EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 30 INCHES BELOW LOWEST ADJACENT FINAL GRADE.
e. ALL WALLS (EXCEPT CANTILEVERED RETAINING WALLS) SHALL BE ADEQUATELY BRACED AGAINST LATERAL MOVEMENT PRIOR TO BACKFILLING. DESIGN AND ERECTION OF BRACING/SHORING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. BRACING SHALL REMAIN IN PLACE UNTIL SUPPORTING STRUCTURAL ELEMENTS ARE IN PLACE AND HAVE ATTAINED FULL STRENGTH.
f. UNLESS NOTED OTHERWISE, ALL FOOTINGS AT COLUMNS SHALL BE CENTERED BELOW COLUMNS.g. UNLESS NOTED OTHERWISE, ALL FOOTINGS SHALL HAVE VERTICAL FACES FORMED WITH
STANDARD FORMING MATERIALS (WOOD, METAL, ETC.). WITH PRIOR APPROVAL OF ARCHITECT AND ENGINEER, CONCRETE FOR FOOTINGS CAN BE PLACED IN EXCAVATED SOIL “FORMS” PROVIDED THAT THE DIMENSIONS ARE INCREASED 3” ON ALL SIDE.
I. TIMBER
1. WOOD GRADES (UNLESS NOTED OTHERWISE)a. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH CLEARLY MARKED WITH A STAMP BY WWPA
APPROVED AGENCY AND SHALL BE GRADED AS FOLLOWS:1. HORIZONTAL MEMBERS: JOISTS & RAFTERS: NO. 2, BEAMS & STRINGERS: NO. 2.2. VERTICAL MEMBERS: POST & TRIMMERS: NO. 1, STUDS: NO. 2.
b. ALL FRAMING IN CONTACT WITH FOOTINGS, FOUNDATIONS OR SLABS ON GRADE SHALL BE PRESSURE TREATED OR TIMBERSTRAND LSL TREATED LUMBER WITH EQUIVALENT STRESS GRADES TO TYPICAL FRAMING MEMBERS.
2. SHEATHING SHALL BE APA RATED SHEATHING, EXPOSURE I, EXTERIOR GLUE AND PANEL INDEX RATING AS NOTED BELOW UNLESS NOTED OTHERWISE :
LOCATION THICKNESS PANEL INDEXWALLS : 15/32” 24/0ROOFS : 19/32” 32/16
3. INDIVIDUAL PIECES OF SHEATHING AT ROOF, FLOOR, AND SHEAR WALLS SHALL NOT BE SMALLER THAN 24” IN EITHER DIRECTION AND SHALL SPAN A MINIMUM OF TWO FRAMING SPACES, UNO.
4. CONNECTIONS, FASTENERS, AND ADHESIVEa. ALL BOLTS THRU WOOD SHALL BE ASTM A307 AND SHALL HAVE HARDENED WASHERS UNDER ASTM
A563 HEAVY HEX NUT AND BOLT HEADS.b. UNLESS NOTED OTHERWISE, 10d COMMON (0.148) NAILS SHALL BE USED TO FASTEN ALL PLYWOOD
FLOOR AND ROOF SHEATHING TO SUPPORTING TRUSSES, JOISTS, LEDGERS OR BLOCKING AS FOLLOWS:1. BOUNDARY NAILING “BN”: 4”O.C. AT ALL BEARING WALLS, SHEAR WALLS, BLOCKING, AND
WHERE OTHERWISE INDICATED IN THE STRUCTURAL DRAWINGS.2. PANEL EDGE NAILING “EN”: 6”O.C. AT ALL OTHER PLYWOOD PANEL EDGES.3. PANEL FIELD NAILING “FN”: 12”O.C. AT INTERIOR SUPPORTS IN FIELD OF PANEL.
c. UNLESS NOTED OTHERWISE IN THE WOOD SHEAR WALL SCHEDULE ON SHEET S0.02, 10d COMMON (0.148) NAILS SHALL BE USED TO FASTEN ALL PLYWOOD SHEAR WALL SHEATHING TO STUDS AND BLOCKING AS FOLLOWS:1. PANEL EDGE NAILING “EN”: 6”O.C.2. PANEL FIELD NAILING “FN”: 12”O.C. AT INTERIOR SUPPORTS IN FIELD OF PANEL.
d. NAILS SHALL BE GALVANIZED OR STAINLESS STEEL AT EXPOSED LOCATIONS OR IN TREATED WOOD (SEE NOTE BELOW FOR FASTENERS CONNECTED TO OR IN CONTACT WITH TREATED WOOD). THE HEAD OF ALL NAILS SHALL BE DRIVEN FLUSH WITH THE SURFACE OF THE SHEATHING.
e. UNLESS NOTED OTHERWISE, ALL NAILS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES :COMMON SHANK HEAD LENGTH MIN. PENETRATIONNAIL SIZE DIAMETER DIAMETER INTO SUPPORT MEMBER6d 0.113” 0.266” 2” 1.25”8d 0.131” 0.281” 2-1/2” 1.375”10d 0.148” 0.312” 3” 1.50”12d 0.148” 0.312” 3-1/4” 1.50”16d 0.162” 0.344” 3-1/2” 1.62”
f. ALL FRAMING ANCHORS, POST CAPS, HOLD DOWNS, COLUMN BASES ETC. TO BE PROVIDED BY SIMPSON OR APPROVED EQUAL AND SHALL BE ATTACHED IN ACCORDANCE WITH MANUFACTURER’S PUBLISHED DATA, UNLESS NOTED OTHERWISE.
g. UNLESS NOTED OTHERWISE, ALL WALL BOTTOM PLATES TO BE ANCHORED TO FOUNDATIONS OR FOOTINGS WITH 3/4” DIAMETER ANCHOR BOLTS AT 32”O.C. WITH 8” MINIMUM EMBEDMENT. THERE SHALL BE A MINIMUM OF (2) ANCHOR BOLTS PER PLATE WITH ONE BOLT LOCATED NOT MORE THAN 12” AND NOT LESS THAN 4” FROM EACH END OF EACH PIECE.
h. WALL BOTTOM PLATES AT SHEAR WALLS SHALL INCLUDE 1/4” x 3” x 3” STEEL PLATE WASHERS BETWEEN THE SILL PLATE AND NUT OF THE ANCHOR BOLT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH UP TO 3/16” LARGER THAN THE BOLT DIAMETER AND SLOT LENGTH NOT TO EXCEED 1-3/4”, PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL EXTEND TO WITHIN ½” OF THE EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE.
i. FASTENERS CONNECTED TO OR IN CONTACT WITH PRESERVATIVE-TREATED AND/OR FIRE-RETARDANT-TREATED WOOD (EXCEPT FOR TIMBERSTRAND LSL TREATED LUMBER AND BORATE BASED TREATMENTS) SHALL BE OF G-185 HOT-DIP GALVANIZED STEEL OR 304 OR 316 STAINLESS STEEL. STAINLESS STEEL AND GALVANIZED STEEL SHALL NEVER BE USED IN CONTACT WITH EACH OTHER.
j. EXCEPT WHERE NOTED OTHERWISE, THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN IBC TABLE 2304.10.1. CONNECTIONS FOR MULTIPLE PIECES OF ENGINEERED LUMBER PIECES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.
5. ALL WOOD TRUSSED RAFTERS SHALL BE FABRICATED IN COMPLIANCE WITH THE RESEARCH COMMITTEE RECOMMENDATIONS OF THE ICC FOR THE CONNECTOR PLATES USED. SUBMIT DESIGN CALCULATIONS WITH ENGINEERS SEAL FOR REVIEW WITH SHOP DRAWINGS. PROVIDE CALCULATIONS AND DETAILS FOR ALL TRUSS TO TRUSS CONNECTIONS INCLUDING CONNECTION HARDWARE. ALL NECESSARY TRUSS BRIDGING AND CONNECTION DESIGN OF TRUSS BRIDGING SHALL BE PROVIDED BY THE TRUSS DESIGNER AND SHALL BE INCLUDED IN THE DESIGN CALCULATIONS FOR REVIEW.
6. INSTALLATION OF ALL METAL-PLATE-CONNECTED WOOD TRUSSES SHALL COMPLY WITH THE FOLLOWING STANDARDS :a. ANSI/TPI 1 “NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSSES”.b. TPI HIB “COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & BRACING METAL-
PLATE-CONNECTED WOOD TRUSSES”.c. TPI DSB “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL-PLATE-
CONNECTED WOOD TRUSSES”.7. UNLESS NOTED OTHERWISE, ALL ROOF SHEATHING AND WALL SHEATHING AT SHEAR WALLS SHALL
HAVE SOLID BLOCKING AT ALL PANEL EDGES.8. PROVIDE SOLID 2” (NOMINAL) FULL DEPTH BLOCKING AT ENDS AND SUPPORT LOCATIONS FOR ALL
JOISTS AND RAFTERS. BLOCKING SHALL BE ATTACHED TO SUPPORT FRAMING WITH A MINIMUM OF (1) SIMPSON A35 FRAMING ANCHOR BETWEEN JOISTS UNLESS NOTED OTHERWISE.
9. UNLESS NOTED OTHERWISE, ALL BEARING WALLS SHALL BE 2x6 SPACED AT 16 “O.C. BLOCK ALL NON-SHEATHED BEARING WALLS AT 4’-0”O.C.
10. VERIFY THE STUD SPACING WITH THE ANCHOR BOLT LAY-OUT. WHERE STUDS INTERFERE WITH ANCHOR BOLTS, PROVIDE AN ADDITIONAL FULL-HEIGHT STUD TO ENSURE THAT THE FULL CROSS-SECTIONAL AREA OF THE STUD IS IN CONTACT WITH THE SILL PLATE.
11. UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS AND SHEAR WALLS SHALL HAVE DOUBLE 2X TOP PLATES THAT ARE SPLICED TOGETHER WITH A MINIMUM OF 48” OF OVERLAP AND SHALL BE CONNECTED TOGETHER WITH A MINIMUM OF (28) 10d COMMON NAILS EACH SIDE OF THE SPLICE. OUTSIDE OF THESE SPLICE LOCATIONS, TOP PLATES SHALL BE NAILED TOGETHER WITH 10d NAILS AT 12” O.C.
12. UNLESS NOTED OTHERWISE, ALL HORIZONTAL FRAMING MEMBERS SHALL BE INSTALLED WITH THE NATURAL CROWN UP.
J. STRUCTURAL DELEGATED DESIGNS AND DEFERRED SUBMITTALS
1. STRUCTURAL DELEGATED DESIGNS AND SUBSEQUENT DEFERRED SUBMITTALS ARE FOR ELEMENTS, PARTS, OR PORTIONS OF THE OVERALL STRUCTURAL SYSTEM THAT ARE INDICATED OR REFERRED TO ON THESE DRAWINGS AND THAT ARE CRITICAL TO THE PERFORMANCE OF THE OVERALL STRUCTURAL SYSTEM. DESIGN CRITERIA HAS BEEN PROVIDED FOR THESE ITEMS IN THE STRUCTURAL NOTES, PLANS, AND DETAILS.
2. STRUCTURAL DEFERRED SUBMITTALS ARE COMPLETE PACKAGES TO BE SUBMITTED FOR REVIEW THAT INCLUDE DRAWINGS AND CALCULATIONS FOR ALL DELEGATED DESIGN ITEMS AND THEIR CONNECTIONS. DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THEIR DESIGN.
3. ARW ENGINEERS WILL REVIEW STRUCTURAL DEFERRED SUBMITTALS TO VERIFY DESIGN CRITERIA IS COMPLIANT WITH THE APPROVED CONSTRUCTION DOCUMENTS.
4. STRUCTURAL DELEGATED DESIGN COMPONENTS SHALL NOT BE INSTALLED UNTIL APPROVED BY THE BUILDING OFFICIAL.
5. STRUCTURAL DELEGATED DESIGN ITEMS REQUIRING DEFERRED SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO :a. PRE-MANUFACTURED WOOD TRUSSES, BLOCKING, BRIDGING, BRIDGING CONNECTIONS, FASCIA,
TRUSS HANGERS, AND RELATED COMPONENTS.
K. NON-STRUCTURAL DELEGATED DESIGNS AND DEFERRED SUBMITTALS
1. NON-STRUCTURAL DELEGATED DESIGNS AND SUBSEQUENT DEFERRED SUBMITTALS ARE FOR ITEMS NOT INCLUDED IN THE STRUCTURAL DELEGATED DESIGN SECTION. THESE ARE ITEMS THAT ARE NOT CRITICAL TO THE OVERALL PERFORMANCE OF THE STRUCTURAL SYSTEM BUT THAT IMPART LOADS AND FORCES TO THE STRUCTURAL SYSTEM.
2. NON-STRUCTURAL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN.
3. ARW ENGINEERS WILL REVIEW NON-STRUCTURAL DEFERRED SUBMITTALS TO VERIFY DESIGN CRITERIA IS COMPLIANT WITH THE APPROVED CONSTRUCTION DOCUMENTS.
4. IF THE STRUCTURAL DRAWINGS INCLUDE LOADS TO ACCOMMODATE NON-STRUCTURAL ELEMENTS, THE CONTRACTOR SHALL SUBMIT DOCUMENTATION INDICATING THAT THE NON-STRUCTURAL ELEMENTS COMPLY WITH THE LOADING CRITERIA PROVIDED HEREIN. SUCH DOCUMENTATION SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN.
5. IF THE NON-STRUCTURAL DEFERRED SUBMITTAL INDICATES THAT THE ELEMENT WILL IMPART FORCES IN EXCESS OF THOSE INDICATED ON THE STRUCTURAL DRAWINGS, THE CONTRACTOR SHALL SUBMIT A DETAILED GRAPHICAL REPRESENTATION OF THOSE DESIGN LOADS, INCLUDING MAGNITUDE, AND LOCATION. THE GRAPHIC SHALL BE ACCOMPANIED BY DOCUMENTATION INDICATING THAT THE NON-STRUCTURAL ELEMENT DESIGN COMPLIES WITH THE LOADING CRITERIA PROVIDED HEREIN. THE LETTER SHALL BEAR THE STAMP AND SIGNATURE OF THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN.
6. NON-STRUCTURAL DELEGATED DESIGN ITEMS REQUIRING DEFERRED SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO :a. SEISMIC BRACING OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL ITEMS
WHERE REQUIRED BY THE MOST RECENT VERSION OF ASCE 7 AND THE PROJECT CONTRACT DOCUMENTS.
L. EXISTING BUILDING NOTES
1. ARW ENGINEERS EXPRESSLY DISCLAIMS RESPONSIBILITY FOR ANY PORTION OF THE EXISTING BUILDING NOT SPECIFICALLY ADDRESSED IN THESE DRAWINGS.
2. DRAWINGS AND DETAILS HAVE BEEN PREPARED TO REFLECT THE EXISTING CONDITIONS AND CONFIGURATIONS OF STRUCTURAL ELEMENTS. HOWEVER, THE CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS AND ALERTING THE ENGINEER OF ANY DISCREPANCIES FOUND PRIOR TO FABRICATING OR INSTALLING STRUCTURAL ELEMENTS.
3. THE CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THAT THE BUILDING AND ELEMENTS WITHIN THE BUILDING REMAIN STABLE UNTIL CONSTRUCTION IS COMPLETE. AT NO ADDITIONAL COST TO THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SHORING OR OTHER TEMPORARY SUPPORT OF STRUCTURAL MEMBERS UNTIL THE FINAL CONFIGURATION HAS BEEN COMPLETED.
E. CONCRETE
1. ALL CONCRETE MIX DESIGNS SHALL COMPLY WITH THE REQUIREMENTS LISTED BELOW :a. FOOTINGS, GRADE BEAMS, FOUNDATION WALLS :
1. WHERE THE TOP OF THE ELEMENT IS EXPOSED OR IS LOCATED WITHIN 30” OF THE LOWEST ADJACENT GRADE (EXPOSURE CATEGORY F2) :a. 28 DAY COMPRESSIVE STRENGTH : 4500 PSIb. MAXIMUM W/C RATIO : 0.45c. MAXIMUM AGGREGATE SIZE : 1”d. AIR CONTENT : 4.5% +/- 1.5%
2. WHERE THE TOP OF THE ELEMENT IS NOT EXPOSED OR IS NOT LOCATED WITHIN 30” OF THE LOWEST ADJACENT GRADE (EXPOSURE CATEGORY F0) :a. 28 DAY COMPRESSIVE STRENGTH : 3000 PSI
b. INTERIOR SLABS ON GRADE (EXPOSURE CATEGORY F0) :1. 28 DAY COMPRESSIVE STRENGTH : 3000 PSI
c. EXTERIOR SLABS (DOCKS, ETC.) (EXPOSURE CATEGORY F2) :1. 28 DAY COMPRESSIVE STRENGTH : 4500 PSI2. MAXIMUM W/C RATIO : 0.453. MAXIMUM AGGREGATE SIZE : 1”4. MINIMUM AIR CONTENT : 4.5% +/- 1.5%
2. WATER USED IN MIXING CONCRETE SHALL CONFORM TO ASTM C1602.3. NO PIPES, DUCTS, SLEEVES, ETC. SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS
SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. NO ALUMINUM PRODUCTS SHALL BE EMBEDDED IN CONCRETE. PENETRATIONS THRU STRUCTURAL CONCRETE ELEMENTS MUST BE APPROVED BY THE ENGINEER AND SHALL BE BUILT INTO THE ELEMENT PRIOR TO CONCRETE PLACEMENT.
4. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, ETC. TO BE CAST IN TO CONCRETE, AND FOR EXTENT AND LOCATION OF DEPRESSIONS, CURBS, RAMPS, ETC.
5. UNLESS NOTED OTHERWISE, MINIMUM REINFORCING IN ALL CONCRETE FOUNDATION WALLS SHALL BE AS FOLLOWS:
TOP &THICKNESS BOTTOM BARS VERTICAL HORIZONTAL6” (1) #5 #4 AT 18”O.C. #4 AT 16”O.C.8” (2) #5 #4 AT 18”O.C. #4 AT 12”O.C.10” (2) #5 #4 AT 12”O.C. #5 AT 12”O.C.12” (2) #5 #4 AT 18”O.C. EA FACE #4 AT 16”O.C. EA FACE
6. UNLESS NOTED OTHERWISE, CONCRETE SLABS ON EARTH SHALL BE UNREINFORCED. 7. UNLESS NOTED OTHERWISE, FOR NON-DETAILED OPENINGS IN CONCRETE WALLS LARGER THAN 12”
AND SMALLER THAN 24” IN ANY DIRECTION ADD (2) #5 BARS ON ALL SIDES IN ADDITION TO REGULAR WALL REINFORCING AND EXTEND 24” EACH WAY BEYOND OPENING. IF 24” IS NOT AVAILABLE ON EVERY SIDE, NOTIFY STRUCTURAL ENGINEER FOR FURTHER DIRECTION. OPENINGS SHALL HAVE A MINIMUM OF 12" OF CONCRETE ABOVE THE OPENING, TYP.
8. CONSTRUCTION JOINTS NOT SHOWN ON THE PLANS SHALL BE MADE AND LOCATED SO AS TO NOT IMPAIR THE STRENGTH OF THE STRUCTURE AND AS APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE 2 X 4 (SHAPED) KEYWAY IN ALL VERTICAL AND HORIZONTAL JOINTS UNLESS NOTED OR DETAILED OTHERWISE. ALL STEEL REINFORCING SHALL BE CONTINUOUS THROUGH COLD JOINTS UNLESS NOTED OTHERWISE. SEE TYPICAL DETAILS FOR COLD/CONSTRUCTION JOINTS FOR SLABS ON GRADE.
9. WHERE NEW CONCRETE IS PLACED AGAINST PREVIOUSLY HARDENED CONCRETE, THE JOINT SHALL BE CLEAN AND FREE OF LAITANCE. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE PREWETTED AND STANDING WATER REMOVED.
F. ANCHOR BOLTS/EMBEDDED BOLTS
1. ALL ANCHOR BOLTS SHALL HAVE ASTM A-563 HEAVY HEX NUT AND ASTM F-436 WASHERS AT STANDARD OR OVERSIZED HOLES PER AISC SPECIFICATION TABLE J3.3. WHERE HOLE SIZES DO NOT COMPLY WITH THE LIMITATIONS FOR OVERSIZED HOLES THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO DETERMINE STEEL PLATE WASHER REQUIREMENTS. ANCHOR BOLTS SHALL COMPLY WITH THE FOLLOWING :a. AT WOOD STUD WALLS - ASTM A-307 GRADE HEADED BOLTS. ANCHOR BOLTS IN TREATED LUMBER
SHALL BE GALVANIZED OR STAINLESS STEEL. SEE TIMBER NOTES FOR MORE INFORMATION.b. AT ALL OTHER ANCHOR BOLTS (UNLESS NOTED OTHERWISE) - ASTM F1554 GRADE 36 HEADED
BOLTS. (ASTM A36 THREADED ROD MAY BE USED WITH DOUBLE NUT AND WASHER.)2. SEE TYPICAL ANCHOR BOLT DETAIL FOR DEFINITIONS OF EMBEDMENT LENGTH, ETC.3. FURNISH TEMPLATES AND OTHER DEVICES AS NECESSARY FOR PRESETTING ALL BOLTS PRIOR TO
PLACING CONCRETE AND/OR GROUT.4. IF THREADED RODS ARE USED AS PERMITTED ABOVE, THEY SHALL BE CLEAR OF SOIL AND DIRT.5. WHERE REQUIRED FOR ERECTION, HOLES LARGER THAN OVERSIZED MAY BE PERMITTED WITH THE
USE OF STEEL PLATE WASHERS AT THE DISCRETION OF THE STRUCTURAL ENGINEER.
G. ADHESIVE/MECHANICAL ANCHORS
1. WITHOUT WRITTEN APPROVAL OF THE ENGINEER, CONTRACTOR SHALL NOT SUBSTITUTE POST-INSTALLED ANCHORS WHERE CAST-IN-PLACE ANCHORS ARE SPECIFIED IN THE DRAWINGS.
2. WHERE STRUCTURAL DETAILS SPECIFY SPECIFIC BRANDS AND/OR TYPES OF ADHESIVES OR ANCHORS, SUBSTITUTIONS OF OTHER BRANDS AND/OR TYPES IS NOT ALLOWED, WITHOUT WRITTEN APPROVAL OF THE ENGINEER.
3. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. SUBSTITUTION REQUESTS SHALL INCLUDE AN ICC ESR OR IAPMO REPORT AND SUPPORTING CALCULATIONS INDICATING COMPLIANCE WITH DESIGN INTENT.
4. ALL ADHESIVE/MECHANICAL ANCHORS SHALL BE INSTALLED, INCLUDING HOLE DRILLING AND PREPARATION, IN ACCORDANCE WITH AN APPROVED INDEPENDENT EVALUATION REPORT (ICC-ES, IAPMO, OR APPROVED EQUAL), AS INDICATED BELOW, AND IN ACCORDANCE WITH ALL MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS (MPII).
5. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. ADHESIVE ANCHORS SHALL NOT BE FULLY LOADED UNTIL CONCRETE HAS REACHED DESIGN STRENGTH.
6. UNLESS APPROVED BY THE ENGINEER OF RECORD, CONCRETE AND DRILLED ANCHOR HOLES SHALL BE DRY AND FREE OF WATER FOR 24 HOURS PRIOR TO ADHESIVE INSTALLATION. CONTACT THE ENGINEER OF RECORD FOR GUIDANCE IF THE CONTRACTOR CHOOSES TO INSTALL IN WET OR DAMP HOLES.
7. CONCRETE TEMPERATURE AT THE TIME OF INSTALLATION SHALL BE MONITORED BY THE CONTRACTOR. CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII) RELATIVE TO SUBSTRATE TEMPERATURE.
8. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT IN ACCORDANCE WITH ACI 318-11 D.9.2.2. PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. CONTINUOUS SPECIAL INSPECTION SHALL BE PROVIDED FOR THESE ANCHORS.
9. UNLESS NOTED OTHERWISE, ALL ADHESIVE ANCHORS INTO CONCRETE SHALL BE:a. HILTI HIT-RE 500V3 (ESR-3814), OR HILTI HIT-HY 200-A (ESR-3187).b. SIMPSON SET-3G (ESR-4057), OR AT-XP (ER-0263). c. DEWALT PURE 110+ (ESR-3298), OR AC200+ GOLD (ESR-4027-COLD WEATHER).
10. UNLESS NOTED OTHER WISE, ALL MECHANICAL ANCHORS INTO CONCRETE SHALL BE:a. HILTI KWIK BOLT TZ (ESR-1917). b. SIMPSON STRONG-BOLT 2 (ESR-3037).
11. UNLESS NOTED OTHERWISE, ALL SCREW ANCHORS INTO CONCRETE SHALL BE:a. SIMPSON TITEN HD (ESR-2713).b. DEWALT SCREWBOLT+ (ESR-2526).c. HILTI KWIK HUS-EZ (ESR-3027).
12. THE TESTING LABORATORY WILL PERFORM VISUAL INSPECTION OF ANCHORS AND DOWELS AS SPECIFIED IN THE SPECIAL INSPECTION SCHEDULE AND THE APPROVED INDEPENDENT EVALUATION REPORT. TENSION TESTING CAN BE REQUIRED AT THE DIRECTION OF THE STRUCTURAL ENGINEER OF RECORD OR THE SPECIAL INSPECTOR.
13. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON THAT HOLE AND SHIFT THE ANCHOR LOCATION TO AVOID THE REINFORCEMENT. PROVIDE A MINIMUM SPACE OF (2) ANCHOR HOLE DIAMETERS OR 1 INCH, WHICH EVER IS LARGER, OF SOUND CONCRETE/MASONRY BETWEEN THE ANCHOR AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. AT CONTRACTORS OPTION, LOCATE EXISTING REINFORCEMENT PRIOR TO DRILLING/CORING. IF THE ANCHOR OR DOWEL CANNOT BE SHIFTED AS NOTED ABOVE, THE ENGINEER WILL DETERMINE A NEW LOCATION.
14. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS.
H. REINFORCING STEEL
1. REINFORCING BAR STRENGTH REQUIREMENTS:a. ALL REINFORCING BARS SHALL CONFORM TO ASTM STANDARD A-615 GRADE 60 AND ALL WELDED
WIRE FABRIC SHALL CONFORM TO ASTM STANDARD A-1064 AND SHALL BE SUPPLIED IN FLAT SHEETS. ADEQUATELY TIE AND SUPPORT ALL REINFORCING STEEL AS SPECIFIED BY ACI 117, TO MAINTAIN EXACT REQUIRED POSITION.
2. ALL REINFORCING STEEL SHALL BE TIED IN PLACE AND ADEQUATELY SUPPORTED PRIOR TO PLACING CONCRETE. WET STABBING OF ANY REINFORCING STEEL IS NOT PERMITTED, UNLESS SPECIFICALLY DETAILED OTHERWISE OR APPROVED BY THE ENGINEER.
3. ALL FIELD BENT DOWELS SHALL BE GRADE 40 WITH SPACING INDICATED REDUCED BY 1/3.4. UNLESS NOTED OTHERWISE, REINFORCEMENT SHALL HAVE THE FOLLOWING CONCRETE COVERAGE :
a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ….. 3”b. EXPOSED TO EARTH OR WEATHER :
1. #6 & LARGER ….. 2”2. #5 & SMALLER …..1-1/2”
c. NOT EXPOSED TO WEATHER OR EARTH :1. SLABS, WALLS, JOISTS, #11 & SMALLER ….. 3/4”2. BEAMS, COLUMNS: MAIN REINFORCING OR TIES ….. 1-1/2”
d. SLAB ON GRADE :1. PLACE REINFORCING AT CENTER OF SLAB UNLESS INDICATED OTHERWISE.
5. EXCEPT WHERE NOTED ON PLANS OR DETAILS CONTINUOUS REINFORCEMENT SHALL BE SPLICED AT POINTS OF MINIMUM STRESS BY LAPPING PER THE REBAR LAP SCHEDULE.
6. REINFORCING STEEL MAY BE SPLICED WITH MECHANICAL COUPLERS THAT HAVE A TENSION CAPACITY OF AT LEAST 125% OF THE STRENGTH OF THE BAR. MECHANICAL COUPLERS SHALL BE A POSITIVE CONNECTING TYPE COUPLER, AND SHALL BE INSTALLED IN ACCORDANCE WITH AN APPROVED ICC RESEARCH REPORT. WHERE THESE ARE USED, SPLICES ON ADJACENT BARS SHALL BE STAGGERED AT LEAST 24 INCHES ALONG THE LENGTH OF THE BARS.
7. ALL VERTICAL REINFORCING IN STRUCTURAL ELEMENTS ABOVE SHALL BE SPLICED WITH MATCHING DOWELS EMBEDDED WITHIN THE FOOTINGS OR STRUCTURE BELOW. SPLICE LENGTHS SHALL COMPLY WITH REBAR LAP SCHEDULE. DOWELS INTO FOOTINGS SHALL TERMINATE WITH A STANDARD HOOK, AND SHALL EXTEND TO WITHIN 4” OF THE BOTTOM OF THE FOOTING, BUT NEED NOT EXTEND MORE THAN 20” INTO FOOTING. FOR MASONRY CONSTRUCTION SEE STRUCTURAL NOTE P.6.A.
8. DO NOT WELD REINFORCING EXCEPT AS NOTED ON PLANS, WHERE REINFORCING IS WELDED, USE ASTM A-706 REINFORCING.
9. REINFORCING BARS, TIES, AND TENDONS SHALL BE SUPPORTED BY NYLON CONES, PLASTIC-COATED TIE-WIRES, OR PLASTIC-COATED CHAIRS. REINFORCING IN FOOTINGS IS PERMITTED TO BE SUPPORTED ON CONCRETE DOBIES.
10. UNLESS NOTED OTHERWISE, HOOKS, STIRRUPS, TIES, AND OTHER BENDS IN REINFORCING STEEL SHALL MEET THE STANDARDS SET FORTH IN ACI 318/318R-14. UNLESS OTHERWISE PERMITTED BY THE ENGINEER, ALL REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, EXCEPT AS SHOWN ON THESE DRAWINGS OR OTHERWISE PERMITTED BY THE ENGINEER.
11. UNLESS SPECIFICALLY NOTED AND/OR DETAILED IN THE STRUCTURAL DRAWINGS CONDUIT SHALL NOT BE IN CONTACT WITH REINFORCING STEEL.
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
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41
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NO
VA
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SHEET NO.
ARW:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
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FA
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OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
HKS: 22564.000
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STRUCTURAL NOTES
14 FEBRUARY 2020
19467
CONSTRUCTION
DOCUMENTS
Structural Sheet Index
SHEETNUMBER SHEET NAME
S0.01 STRUCTURAL NOTES
S0.02 SCHEDULES
S1.01 FOOTING, FOUNDATION & ROOF FRAMING PLAN
S2.01 DETAILS
S2.02 DETAILS
S4.01 SCHEMATIC REFERENCE
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
S S
LEGEND OF SYMBOLS AND ABBREVIATIONS
AB = ANCHOR BOLTABV = ABOVEARCH = ARCHITECTBLW = BELOWBN = BOUNDARY NAILINGBRB = BUCKLING RESTRAINED BRACEBRBF = BUCKLING RESTRAINED BRACE FRAMECJP = COMPLETE JOINT PENETRATIONCL = CENTERLINECMU = CONCRETE MASONRY UNITCOL = COLUMNCONC = CONCRETECP = CONCRETE PIERDC = DEMAND CRITICALDIA / Ø = DIAMETERDBA = DEFORMED BAR ANCHORDBE = DECK BEARING ELEVATIONELEV = ELEVATIONEN = EDGE NAILINGEOD = EDGE OF DECKFDN = FOUNDATIONFTG = FOOTINGFFE = FINISHED FLOOR ELEVATIONGB = CONCRETE GRADE BEAMHSA = HEADED STUD ANCHORJBE = JOIST BEARING ELEVATIONKB = KICKER BRACEMAX = MAXIMUMMB = MASONRY BEAMMC = MASONRY COLUMNMECH = MECHANICALMEZZ = MEZZANINEMIN = MINIMUMMJ = MASONRY JAMBMW = MASONRY WALLNS, FS = NEAR SIDE, FAR SIDEOAE = OR APPROVED EQUALOPP = OPPOSITEPAF = POWDER ACTUATED FASTENERPL = PLATEREINF = REINFORCINGREQ'D = REQUIREDSIM = SIMILARSSH = STEEL STUD HEADERSSJ = STEEL STUD JAMBSSS = STEEL STUD SILLSSW = STEEL STUD WALLTOB = TOP OF BEAM ELEVATIONTOC = TOP OF CONCRETE SLABTOF = TOP OF FOOTINGTOG = TOP OF GIRDER ELEVATIONTOM = TOP OF MASONRYTOS = TOP OF STEEL ELEVATIONTYP = TYPICALUNO = UNLESS NOTED OTHERWISE
CONCRETE BEAM
FOOTING STEP
TOP OF FOUNDATION WALL OR COLUMN PIER ELEV.
SHEET NUMBER
TOP OF FOOTING ELEV.
SECTION MARK
FOOTING MARK
ITEMS, DETAILS, & SYSTEMS WHICH ARE PART OF THE LATERAL FORCE RESISTING SYSTEM.
MOMENT RESISTING CONNECTIONS -SEE DETAIL
L
ELEVATION
MOMENT RESISTING CANTILEVER CONNECTIONS - SEE DETAIL
KICKER BRACEKB
SHEAR WALL - SEE SCHEDULE
MIN. LENGTH OF SHEAR WALL
DEPRESS FDN./WALL AND POUR FLOOR SLAB OVER AT CONCRETE FOUNDATION WALL
HD - SIMPSON HOLDOWN SIZE POST -SIZE OF END POST CONNECTED TO HOLDOWN "A" - PLAN CONFIGURATION AT HOLDOWN AT FOUNDATION
"A"
POSTH
D
TYP. FOOTING SECTIONTYP. FOOTING SECTION
W/ TOP & BOTTOM REINF.
THICKWIDTHMARK LENGTHLENGTHWISE REINF.
NO. SIZE NO. SIZE SPA.
CROSSWISE REINF.REMARKS
FOOTING SCHEDULE
FC2 2'-0" CONT. 12" (2) #5 -- -- --
TYPICAL FOOTING REINFORCING
3" CLEAR EQ. EQ. EQ. 3" CLEAR 3" CLEAR EQ. EQ. EQ. 3" CLEAR
3" CLEAR
2" CLEAR
3" CLEAR
JA
DIMENSION OF STANDARD90° HOOKS, ALL GRADES
DIMENSION OF STANDARD 180°HOOKS, ALL GRADESBAR SIZE
A
D = 6db FOR #3 THROUGH #8D = 8db FOR #9 THROUGH #11C = FOR BARS IN CMU:#6 AND LARGER, PROVIDE 12db
FROM POINT OF TANGENCY#5 AND SMALLER, PROVIDE 6db
FROM POINT OF TANGENCY(2 1/2" MINIMUM)
DETAILINGDIMENSIONS
D
D = 6db FOR #3 THROUGH #8D = 8db FOR #9 THROUGH #11
HOOK A
4 db OR 2 1/2" MIN.
180°
JD
STANDARD HOOK & BEND SCHEDULE
#3 5" 3" 6"
#4 6" 4" 8"
#5 7" 5" 10"
#6 8" 6" 1'-0"
#7 10" 7" 1'-2"
#8 11" 8" 1'-4"
#9 1'-3" 11 3/4" 1'-7"
#10 1'-5" 1'-1 1/4" 1'-10"
#11 1'-7" 1'-2 3/4" 2'-0"
AJ
DETAILINGDIMENSIONS
DETAILINGDIMENSIONS
D
C
D = 4db FOR #3 THROUGH #5D = 6db FOR #6 THROUGH #8D = 8db FOR #9 THROUGH #11
6db OR 2 1/2" MIN.FROM POINT OF
TANGENCY
NOTE: db = BAR DIAMETER
135°
90°
ESTABLISHED PER 2018 IBC SECTION 110 AND CHAPTER 17
ITEM
GENERAL SPECIAL INSPECTION NOTES :
PERIODIC3CONTINUOUS3 REFERENCE COMMENTS
SEE IBC TABLE 1705.3 - REF. NOTE C1
REFERENCE NOTE C4
REFERENCE NOTE C5
REFERENCE NOTES P1 & P2
REFERENCE NOTE C3
REFERENCE NOTE W1
REFERENCE NOTE F1
REFERENCE NOTE F1
REFERENCE NOTE F1
REFERENCE NOTE F2
REFERENCE NOTE W2
REFERENCE NOTE F1
REFERENCE NOTE F2
EPOXY / EXPANSION ANCHOR PLACEMENT
VERIFICATION OF IN-SITU STRENGTH
CURING TEMPERATURE / TECHNIQUES
CONCRETE PLACEMENT / SAMPLING
VERIFYING REQUIRED DESIGN MIX
EMBEDDED BOLTS & PLATES
REINFORCING STEEL PLACEMENT
HIGH LOAD DIAPHRAGMS (ROOF / FLOOR)
PROPERLY PREPARED SITE AND SUB-GRADE PRIOR TO FILL.
VERIFY ADEQUATE MATERIALS BELOW FOOTINGS
EXCAVATIONS EXTEND TO PROPER DEPTH ANDREACH PROPER MATERIAL
CLASSIFY & TEST CONTROLLED FILL MATERIALS
PERFORM MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.
SHEAR WALL & DIAPHRAGM NAILING
DRAG STRUTS
BRACES & SHEAR PANELS
HOLDOWNS
CONCRETE CONSTRUCTION (IBC 1705.3)
SPECIAL INSPECTION SCHEDULE 1, 2
PRE-FAB CONSTRUCTION (IBC 1704.2)
WOOD (IBC 1705.5 & 1705.11.1 & 1705.12.2)
SOILS (IBC 1705.6)
1. SPECIAL INSPECTION IS NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, PROVIDED THE FABRICATOR COMPLIES WITH IBC.
2. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE. SPECIAL INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. (SEE NOTE 2).
1. SPECIAL INSPECTION IS NOT REQUIRED FOR CONC. ISOLATED SPREAD FOOTINGS, CONTINUOUS FOOTINGS, NON-STRUCTURAL SLABS, FOUNDATION WALLS, PATIOS, DRIVEWAYS, AND SIDEWALKS PROVIDED THE REQUIREMENTS OF IBC 1705.3 ARE MET.
2. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR VERIFICATION OF THE WELDABILITY OF REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, AND SHEAR REINFORCEMENT. PERIODIC SPECIAL INSPECTION IS ALLOWED FOR WELDING OF OTHER ASTM A 706 REINFORCING STEEL NOT INCLUDED IN THE CONTINUOUS SPECIAL INSPECTION REQUIREMENTS NOTED ABOVE.
3. PERFORM AIR, SLUMP AND TEMP. TESTS WHEN CONCRETE SAMPLES ARE CAST.4. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR VERIFICATION OF IN-SITU CONCRETE STRENGTH FOR POST-TENSIONED
CONCRETE PRIOR TO TENSIONING TENDONS OR REMOVING SHORING OR FORMS.5. EPOXY AND EXPANSION ANCHORS INTO MASONRY OR CONCRETE MAY BE USED ONLY WHEN APPROVED BY ARCHITECT. AND/OR
ENGINEER USING AN APPROVED PRODUCT WITH CURRENT PUBLISHED ICC RESEARCH REPORT NUMBERS. COORDINATE CONTINUOUS/PERIODIC SPECIAL INSPECTION REQUIREMENTS WITH ICC REPORT.
1. WOOD STRUCTURAL PANEL SHEATHING SHALL BE INSPECTED TO ASCERTAIN THAT GRADE AND THICKNESS ARE IN COMPLIANCE WITH APPROVED BUILDING PLANS. NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL EDGES, THE NAIL OR STAPLE DIAMETER AND LENGTH, THE NUMBER OF FASTENER LINES, AND SPACING BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS SHALL ALSO BE INSPECTED AND VERIFIED FOR COMPLIANCE WITH APPROVED BUILDING PLANS.
2. SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, WOOD DIAPHRAGMS, INCLUDING NAILING, & BOLTING, AND OTHER FASTENING TO OTHER COMPONENTS WHERE THE SPACING OF THE SHEATHING FASTENERS IS GREATER THAN 4"o.c.
3. SPECIAL INSPECTION SHALL BE PERFORMED TO VERIFY THAT THE INSTALLATION OF TEMPORARY AND PERMANENT RESTRAINT/BRACING IS INSTALLED IN ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL PACKAGE.
1. SPECIAL INSPECTION OF SOILS SHALL REFERENCE THE APPROVED SOILS REPORT TO DETERMINE COMPLIANCE.2. WHERE SOILS REPORT IS NOT PROVIDED SPECIAL INSPECTIONS ARE REQUIRED TO VERIFY THAT THE IN-PLACE DRY DENSITY OF
THE COMPACTED FILL IS NOT LESS THAN 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557.
GLUING OPERATIONS
1. THE ITEMS MARKED WITH A " " IN THE SPECIAL INSPECTION SCHEDULE SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING REQUIREMENTS, REFER TO THE MATERIAL SAMPLING AND TESTING SECTION, THE PROJECT SPECIFICATIONS, AND THE SPECIFIC GENERAL NOTES SECTIONS. THE TESTING AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL. ANY ITEMS WHICH FAIL TO COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL, ARCHITECT, AND ENGINEER PRIOR TO COMPLETION OF THAT PHASE OF WORK. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS.
2. ANY CONSTRUCTION OR MATERIAL THAT HAS FAILED INSPECTION SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT.3. CONTINUOUS SPECIAL INSPECTION MEANS THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION MEANS THE
PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. (IBC SECTION 202)
FF
W
W
W
C
C
CC
C
P
P
METAL-PLATE-CONNECTED WOOD TRUSSES WITH HEIGHTS GREATER THAN OR EQUAL TO 60"
REFERENCE NOTE W2
METAL-PLATE-CONNECTED WOOD TRUSSES WITH SPANS GREATER THAN OR EQUAL TO 60 FEET
REFERENCE NOTE W3
TYPE STRENGTH
FOR CONCRETE APPLICATIONS (ACI 318 - 14)
BAR LOCATIONCONCRETE
#3
BAR SIZE
CONCRETE REINFORCING & SPLICE LENGTHS (IN)
2018 IBC CONCRETE REBAR LAP SPLICE SCHEDULE
VERT. WALL BARS, FILL ON METAL DECK
NWC 4500 PSI 14
NOTES :1. MECHANICAL COUPLERS MAY BE USED IN LIEU OF LAP SPLICES SHOWN. SEE STRUCTURAL NOTES FOR MINIMUM COUPLER CAPACITY. WHERE MECHANICAL COUPLERS ARE USED, STAGGER ADJACENT SPLICES A MINIMUM OF 24" AS
INDICATED ABOVE.2. DEVELOPMENT LENGTHS SHALL BE INCREASED BY 50% FOR STRAIGHT BAR DEVELOPMENT AND 20% FOR HOOKED BARS WHERE EPOXY COATING IS USED.3. WHEN SPLICING BARS OF DIFFERENT SIZES, USE LAP SPLICE LENGTH OF LARGER BARS UNO.4. SPLICE BARS LARGER THAN #11 USING MECHANICAL COUPLERS.
HORIZ. WALL BARS, FOOTING TOP BARS
BEAM BOTTOM BARS, COLUMN BARS
FOOTING BOTTOM BARS
BEAM TOP BARS
SLAB ON GRADE
NWC 4500 PSI
NWC 4500 PSI
NWC 4500 PSI
NWC 4500 PSI
NWC 4500 PSI
ℓd ℓs ℓdh
18 7
14 18 7
14 18 7
12 16 7
18 23 7
12 16 7
#4
18
ℓd ℓs ℓdh
23 6
#5
ℓd ℓs ℓdh
#6
ℓd ℓs ℓdh
#7
ℓd ℓs ℓdh
18 23 6
18 23 9
12 16 6
24 31 9
12 16 6
#8
ℓd ℓs ℓdh
#9
ℓd ℓdh
#10
ℓd ℓdh
#11
ℓd ℓdh
23 30 8
23 30 8
23 30 11
14 18 8
30 39 11
14 18 8
27 35 9
27 35 9
27 35 13
17 22 9
35 46 13
17 22 9
40 52 11
40 52 11
40 52 16
24 31 11
51 66 16
27 35 11
45 59 13
45 59 13
45 59 18
27 35 13
59 77 18
34 44 13
66 14
66 14
66 20
40 14
86 20
57 14
73 16
73 16
73 22
44 16
95 22
73 16
81 25
81 25
81 25
48 25
104 25
81 25
TYPE STRENGTH
BAR LOCATIONCONCRETE
#3
BAR SIZE
CONCRETE REINFORCING & SPLICE LENGTHS (IN)
VERT. WALL BARS, FILL ON METAL DECK
NWC 3000 PSI 17
HORIZ. WALL BARS, FOOTING TOP BARS
BEAM BOTTOM BARS, COLUMN BARS
FOOTING BOTTOM BARS
BEAM TOP BARS
SLAB ON GRADE
NWC 3000 PSI
NWC 3000 PSI
NWC 3000 PSI
NWC 3000 PSI
NWC 3000 PSI
ℓd ℓs ℓdh
22 8
#4
22
ℓd ℓs ℓdh
29 8
#5
ℓd ℓs ℓdh
#6
ℓd ℓs ℓdh
#7
ℓd ℓs ℓdh
#8
ℓd ℓs ℓdh
#9
ℓd ℓdh
#10
ℓd ℓdh
#11
ℓd ℓdh
28 36 10 33 43 12 48 62 13 55 72 15 81 17 90 19 99 30
17 22 8
17 22 8
12 16 8
22 29 8
12 16 8
22 29 8
22 29 11
14 18 8
29 38 11
14 18 8
28 36 10
28 36 14
17 22 10
36 47 14
17 22 10
33 43 12
33 43 16
20 26 12
43 56 16
20 26 12
48 62 13
48 62 19
29 38 13
63 82 19
32 42 13
55 72 15
55 72 22
33 43 15
72 94 22
42 55 15
81 17
81 25
48 17
105 25
69 17
90 19
90 27
55 19
117 27
90 19
99 30
99 30
60 30
127 30
99 30
DEVELOPMENT LENGTH
ℓd
LAP SPLICE LENGTH
ℓs
FACE OF JOINT OR CRITICAL SECTION
FACE OF JOINT OR CRITICAL SECTION
ℓdh
CLEAR
2' - 0"
COUPLER ORWELDED SPLICE
HOOK DEVELOPMENT LENGTH
COMMENTS
COMMENTS
ℓs
ℓs
ℓs
ℓs
ℓs
ℓs
51
51
51
31
66
44
56
56
56
34
73
56
62
62
62
37
80
62
62 69 76
62
62
37
81
53
69
69
42
90
69
76
76
46
98
76
WALL MARK
CONNECTION NAILING A.B. @ FOUND.
BLKG.TO TOP PL.
C
DIA. SPA.COMMENTS
WOOD SHEAR WALL SCHEDULE WOOD SHEAR WALL SCHEDULE CONT.
SW-2
SW-1 15/32" 3/4" DIA.(2) ROWS OF16d @ 8"o.c.
32"o.c.A35 @ 24"o.c.10d @ 6"o.c. 2 x
15/32" 3/4" DIA. 16"o.c.10d @ 4"o.c. 2 x 3 x
NAILING TOP PL.
TOGETHER B
(NOTE 6) NOM. STUD SIZE (MIN.)
NOMINAL BOTTOM
PLATE SIZE
EDGE NAILING
(E.N.) (SEE NOTES 2 &
3)
(NOTE 8)PLYWOOD
SHEATHING(CDX U.N.O.)
NOTES:
1. ALL SHEATHING PANEL EDGES TO BE BLOCKED. USE 3x BLOCKING WEHRE 3x STUDS ARE REQ'D.2. ALL NAILS TO BE COMMON OR GALV. BOX.3. FIELD NAILING TO BE SAME NAILS @ 12"o.c.4. AT SHEAR WALLS W/ SHEATHING ON BOTH SIDES, BOTH VERTICAL AND HORIZONTAL JOINTS ON OPPOSITE SIDES OF THE WALL SHALL BE
STAGGERED.5. STAGGER E.N. AT DOUBLE TOP PLATES.6. 3x NOMINAL FRAMING MEMBERS TO OCCUR AT ABUTTING PANEL EDGES. 2x NOMINAL FRAMING MEMBERS MAY BE USED AT INTERIOR OF PANEL,
UNLESS NOTED OTHERWISE IN FLOOR FRAMING NOTES. 4x NOMINAL FRAMING MEMBERS OF THE SAME DEPTH AND LUMBER GRADE MAY BE USED IN LIEU OF 3x MEMBERS AT CONTRACTOR OPTION.
7. SHEATHING SHALL BE STAMPED W/ APA STAMP. O.S.B. OF EQUIVALENT THICKNESS, GRADE, AND RATING MAY BE USED IN LIEU OF PLYWOOD.8. ALL A.B.TO HAVE MIN. 8" EMBEDMENT INTO CONCRETE.9. SEE THIS SHEET FOR TYPICAL SHEAR TRANSFER DETAILS.10. WHERE SHEAR WALL PANELS HAVE TO BE CONSTRUCTED SEPARATELY, ATTACH ADJOINING 2x STUDS TOGETHER W/ (2) ROWS OF 16d NAILS @
6"o.c. STAGGERED. SUBMIT PROPOSED JOINT LAYOUT & DETAIL TO EOR FOR APPROVAL PRIOR TO CONSTRUCTION.11. REFER TO THE FOOTING & FOUNDATION PLAN NOTES FOR HOLDOWN LOCATIONS & INFORMATION.12. SEE STRUCTURAL NOTES FOR REQUIRED 1/4" x 3" x 3" PLATE WASHERS.
2 x
(2) ROWS OF16d @ 8"o.c.
A35 @ 24"o.c.
SW-3 15/32" 3/4" DIA. 16"o.c.10d @ 3"o.c. 3 x 3 x(2) ROWS OF16d @ 8"o.c.
A35 @ 16"o.c.
WALL SUPPORTING ROOF TRUSSES
WALL SUPPORTING ROOF OUTLOOKER
ROOF
SHEAR TRANSFER DETAILS
ROOF RAFTER
DIAPHRAGM BOUNDARY NAILING SEE STRUCTURAL NOTES
C
B
E.N.FULL HEIGHT SOLID BLOCKING SEE 6/S2.02
ROOF TRUSS
SHEAR WALL
B
C
DIAPHRAGM BOUNDARY NAILING - SEE STRUCTURAL NOTES
FULL HEIGHT SOLID BLOCKING - SEE 6/S2.02
E.N.
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
ARW:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF
FA
CIL
ITIE
S C
ON
ST
RU
CT
ION
AN
D M
AN
AG
EM
EN
T
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
HKS: 22564.000
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monh\D
ocum
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9467-C
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p W
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ms
4141-2
019_ja
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eers
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.rvt
2/1
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M
S0.02
SCHEDULES
14 FEBRUARY 2020
19467
CONSTRUCTION
DOCUMENTS
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
PRE-MANUFACTURED TRUSSES @ 24"o.c.
2x6 O
UT
LO
OK
ER
S @
24"o
.c.
2x6 O
UT
LO
OK
ER
S @
24"o
.c.
1
2
B
A
HDU4
(2) 2x
6
HDU4
(2) 2x
6
HDU2
(2) 2x
6
HDU2
(2) 2x
6
HDU2
(2) 2x
6HDU2
(2) 2x
6HDU2
(2) 2x
6HDU2
(2) 2x
6
HDU2
(2) 2x
6 HDU2
(2) 2x
6 HDU2
(2) 2x
6
SW-1
13' - 0"
SW-1
28' - 0"
SW-1
7' - 0"
(2) 2x6 TRIMMERS(2) 2x6 KING STUDS
SW-2
4' - 8"
SW-1
19' - 6"
(2) 2x6 TRIMMERS(1) 2x6 KING STUDSSW-1
21' - 0"
SW-1
25' - 0"
FC2
98' - 0"
FC2
98' - 0"
FC2
98' - 0"
FC2
98' - 0"
5
S2.01
TYP.
6
S2.01
5
S2.01
5
S2.01
TYP.
TYP.
6
S2.01
6
S2.01
5
S2.01TYP.
1
2
B
A
(3) 2x8 (3) 2x8
(3) 2x10(2) 2x8(2) 2x8
(2)
2x8
(2)
2x8
DO
UB
LE
TR
US
S
DO
UB
LE
TR
US
S
9
S2.02
TYP.
10
S2.02
TYP.
10
S2.02
TYP.
11
S2.02
TYP.
9
S2.02
TYP.
CONTINUOUS 2x8 FASCIA -MINIMUM 10'-0" LONG -TYPICAL @ ALL CORNERS
'L' 1.5 'L' 1.5 'L' 'L'
WOOD FRAMING NOTES:
1. FOR ROOF SHEATHING AND NAILING REQUIREMENTS, SEE STRUCTURAL NOTES SHEET S0.01.2. SHEAR WALLS ARE INDICATED ON SHEET S0.02. SEE THE SHEAR WALL SCHEDULE FOR SHEAR WALL
ATTACHMENTS.3. AT TOP PLATE SPLICE, LAP 4'-0" MIN. AND CONNECT WITH MIN (28) 10d COMMON NAILS.4. SEE DETAIL 5/S2.02 FOR OPENINGS IN ROOF DIAPHRAGM.5. U.N.O., ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND SHEAR WALLS SHALL BE SHEATHED AND
HAVE 2x6 STUDS @ 16"o.c. OTHER WALLS TO BE AS PER ARCHITECTURAL DRAWINGS.6. TYPICAL HEADERS WHERE NOT OTHERWISE INDICATED TO BE AS FOLLOWS (SEE DETAIL 11/S2.02):
a. UP TO 4'-0" OPENING (3) 2x8 4'-1"b. TO 5'-6" (3) 2x10
7. FOR TYPICAL TRIMMERS, WHERE NOT OTHERWISE INDICATED, SEE DETAIL 2/S2.028. FOR TYPICAL KING STUDS, WHERE NOT OTHERWISE INDICATED, SEE DETAIL 2/S2.029. SEE DETAIL 6/S2.02 FOR PLYWOOD ROOF SHEATHING LAYOUT.10. CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE TEMPORARY BRACING UNTIL ALL ROOF FRAMING
AND ROOF DIAPHRAGM ATTACHMENTS ARE COMPLETE.11. SEE DETAIL 4/S2.02 FOR ATTACHMENT OF NON-BEARING WALLS TO PRE-MANUFACTURED TRUSSES.
PRE-MANUFACTURED TRUSS NOTES:
1. PRE-MANUFACTURED TRUSSES SHALL BE DESIGNED PER ALL APPLICABLE LOAD COMBINATIONS AND LOAD CONFIGURATIONS AS REQUIRED BY THE GOVERNING CODE AND THE GENERAL STRUCTURAL NOTES:
THE FOLLOWING CRITERIA SHALL BE USED IN DESIGN.A. SNOW LOAD = PER GENERAL STRUCTURAL NOTESB. LIVE LOAD = PER GENERAL STRUCTURAL NOTESC. DEAD LOAD = 10 PSF TOP CHORD
5 PSF BOTTOM CHORDD. WIND LOAD = PER GENERAL STRUCTURAL NOTESE. SNOW DRIFT = AS DETERMINED BY THE TRUSS MANUFACTURER. CONSIDER BALANCED,
UNBALANCED AND DRIFT LOCATIONS2. ALL TRUSSES SHALL BE DESIGNED FOR A 150 POUND POINT LOAD APPLIED AT ANY LOCATION ALONG THE
BOTTOM CHORD. DESIGN ALL TRUSSES FOR WIND UPLIFT PER THE GOVERNING CODE WITH A 8 PSF DEAD LOAD.
3. ALL TRUSS TO TRUSS CONNECTIONS PROVIDED BY TRUSS MANUFACTURER. 4. TRUSS MANUFACTURER SHALL COORDINATE AND INCLUDE ALL ADD LOADS FROM
MECHANICAL/ELECTRICAL EQUIPMENT, ARCH ATTACHMENTS, ETC. COORDINATE WITH ARCH./MECH. DRAWINGS.
5. COORDINATE DUCT RUNS AND TRUSS WEB CONFIGURATIONS WITH MECHANICAL & ARCH. DRAWINGS. DO NOT FIELD MODIFY TRUSSES TO ACCOMMODATE DUCTING AND OTHER MISCELLANEOUS EQUIPMENT WITHOUT WRITTEN DIRECTION FROM THE TRUSS MANUFACTURER OR STRUCTURAL ENGINEER.
6. INSTALL SIMPSON H2.5A HURRICANE TIES @ EACH TRUSS AS SHOWN IN DETAIL 9/S2.02. TRUSS MANUF. TO VERIFY THAT THIS SIMPSON H2.5A TIE MEETS OR EXCEEDS REQUIRED UPLIFT CAPACITIES FOR ALL TRUSSES DESIGNED. TRUSS MANUF. RESPONSIBLE TO NOTIFY EOR IN WRITING WHERE UPLIFT CAPACITIES ARE EXCEEDED.
7. COORDINATE ALLOWABLE TRUSS DEFLECTIONS WITH ARCHITECT FOR DETAILING OF NON-BEARING STUD WALLS BELOW.
8. WHERE CORNER OUTLOOKERS OCCUR, TRUSS MANUFACTURER SHALL DESIGN THE FASCIA BOARD & ITS CONNECTION TO THE TRUSS AROUND THE PERIMETER OF THE ENTIRE BUILDING. THE FASCIA BOARD SHALL BE CAPABLE OF SUPPORTING GRAVITY LOADS (DEAD AND SNOW) AND WIND UPLIFT LOADS.
9. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR REVIEW AS REQUIRED BY THE DEFERRED SUBMITTAL SECTION OF THE GENERAL STRUCTURAL NOTES.
FOOTING & FOUNDATION NOTES
1. SEE SHEET S0.01 FOR GENERAL STRUCTURAL NOTES.2. ALL FOOTINGS SHALL BE PLACED ON SOIL WHICH HAS BEEN PREPARED FOR THE BEARING PRESSURE
SHOWN IN THE STRUCTURAL NOTES.3. VERIFY ALL DIMENSIONS WITH DRAWINGS AND NOTIFY ENGINEER OF ANY DISCREPANCIES FOUND.4. SEE SHEET S0.02 FOR FOOTING SCHEDULE.5. SEE SHEET S2.01 FOR TYPICAL FOOTING AND FOUNDATION DETAILS.6. ALL EXTERIOR WALL FOOTINGS TO BEAR A MINIMUM DIMENSION BELOW EXTERIOR GRADE AS NOTED IN
GENERAL STRUCTURAL NOTES.7. FOUNDATION WALLS ARE DESIGNED AND DETAILED FOR THE COMPLETED CONDITION. CONTRACTOR IS
RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. BACKFILLED WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION AND BACKFILLING TO PRODUCE PLUMB AND TRUE FINISHED WALLS.
8. ALL ANCHORS, HOLD-DOWNS, ANCHOR BOLTS, DOWELS, EMBEDDED ITEMS, ETC. SHALL BE HELD IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.
9. COORDINATE ALL FOOTING DEPTHS (INTERIOR AND EXTERIOR) WITH DRAINS, CONDUITS, ETC. THAT MAY INTERFERE WITH FOOTINGS.
CONCRETE SLAB NOTES
1. SLAB ON GRADE SHALL BE 4" THICK CONCRETE U.N.O. SLAB SHALL BE UNDERLAIN BY FREE DRAINING MATERIAL AS PRESCRIBED IN THE SOILS REPORT.
2. SEE SHEET S2.01 FOR CONTROL AND CONSTRUCTION JOINT INFORMATION.
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
ARW:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF
FA
CIL
ITIE
S C
ON
ST
RU
CT
ION
AN
D M
AN
AG
EM
EN
T
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
HKS: 22564.000
C:\
Users
\am
monh\D
ocum
ents
\S-1
9467-C
am
p W
illia
ms
4141-2
019_ja
sonr@
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engin
eers
.com
.rvt
2/1
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020 1
1:0
8:4
0 A
M
S1.01
FOOTING,
FOUNDATION & ROOF
FRAMING PLAN
14 FEBRUARY 2020
19467
CONSTRUCTION
DOCUMENTS
SCALE : 1/4" = 1'-0" S1.01
AFOOTING AND FOUNDATION PLAN
SCALE : 1/4" = 1'-0" S1.01
BROOF FRAMING PLAN
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
CONTROL JOINTCONSTRUCTION JOINT
DIAMOND BLOCKOUT AT COLUMNS
CONCRETE FLOOR SLAB
POUR #1
POUR #2
POUR #3 T = SLAB THICKNESS
SCALE : NONE
CONCRETE FLOOR SLAB
SCALE : NONE
PLATE DOWELS AT 24"o.c. OR 1/2" DIA. x 18" UNBONDED DOWELS AT 18"o.c.
NOTES:1. JOINTS SHALL OCCUR AT MAIN COLUMN / GRID LINES
W/ 10'-0" MAX. SPACING BETWEEN JOINTS AT 4" SLABS;12'-0" MAX. AT 5" SLABS, AND 15'-0" MAX. AT 6" SLABS.
2. SEE PLAN FOR SLAB THICKNESS 'T' AND REINFORCING SIZE AND SPACING.
T = SLAB THICKNESS
NOTE: THICKENING OF SLAB NOT REQUIRED FOR SLABS WITH T = 6" OR GREATER
A
B
T
t/4
SAWN OR FORMED JOINT
AB
SLAB REINFORCEMENT(WHERE OCCURS)
SLAB REINFORCEMENT (WHERE OCCURS) TERMINATE 3" FROM EACH SIDE OF CONSTRUCTION JOINTS
'T'
18" 18"
MIN
.
6"
1
1
FOOTING OUTLINE
FOOTING REINFORCING (TOP STEEL WHERE OCCURS)
TYP. FOUNDATION REINFORCEMENT
(2) #6 DOWELS (AT CONCRETE FOUNDATION WALLS ONLY)
TYP. FOUNDATION REINFORCEMENT
T = FOOTING THICKNESSH = FOOTING STEP HEIGHT
30"
NOTES : 1. FOUNDATION REINFORCING NOT SHOWN FOR CLARITY.2. SEE FOOTING SCHEDULE FOR FOOTING WIDTH AND
REINFORCING SIZE AND LOCATION. ALL FOOTING REINFORCING REFERENCED IN THE SCHEDULE OR SHOWN IN THE DETAILS MUST RUN CONTINUOUS THROUGH THE FOOTING STEP.
2 x 'H'
MIN
.'T'
'T'
24
" M
AX
. (U
.N.O
.)
'H'
24"
24" MIN
.
PIPE CROSSING FOOTING / FOUNDATION WALL
PIPE PARALLEL TO FOOTING
CONCRETE OR CMU FOUNDATION WALL
(1) #5 x REQ'D ABOVE & BELOW SLEEVE IN FOUNDATION WALLS
BOTTOM OF FOOTING
THICKEN FOOTING WHERE PIPE IS LESS THAN 24" BELOW BOTTOM OF FOOTING
PIPE TO CLEAR SLEEVE BY 1" ALL AROUND
NO DIGGING FOR PIPE TRENCH PARALLEL TO FOOTING WITHIN THIS BOUNDARY
12
UTILITY TRENCHES BACK FILL AND COMPACT PER GEOTECHNICAL REPORT
NOTES : 1. TYP. FOUNDATION WALL REINFORCING NOT SHOWN FOR
CLARITY.2. FOR OPENINGS LARGER THAN 12" IN ANY DIRECTION. SEE
STRUCTURAL NOTE E-7.3. DETAIL IS SIMILAR AT MASONRY FOUNDATION WALLS.4. DISTANCE 'L' SHALL BE THE GREATER OF (d1 +d2)/2 OR 4".
NO PIPES ALLOWED TO PASS THROUGH FTGS. OR GRADE BEAMS
4" MIN. 24" MAX.
SLE
EV
E 4"
MIN
.
.
5"
SLE
EV
E
12" 12"
18"
12" MIN. Ld1 d2
INTERSECTION CORNER
INTERSECTION CORNER
DOUBLE MAT
SINGLE MAT
ALTERNATE BENDS, TYP.
NOTES:1. ℓs = LAP SPLICE LENGTH - SEE REBAR LAP SCHEDULE.2. VERTICAL BARS NOT SHOWN.3. THIS DETAIL IS APPLICABLE AT ALL FOOTINGS AND
FOUNDATION WALLS.
ℓsℓsℓsℓs
ℓs
ℓs ℓs
E.N. - SEE STRUCTURAL NOTES
WOOD STUD WALL -SEE PLAN AND SCHEDULE
CONCRETE SLAB - SEE PLAN / NOTES FOR THICKNESS AND REINFORCING
CONCRETE FOUNDATION WALL -SEE PLAN AND STRUCTURAL NOTES FOR SIZE AND REINFORCING CONCRETE FOOTING -
SEE PLAN AND SCHEDULEFOR SIZE AND REINFORCING
MASONRY VENEER -SEE STRUCTURAL NOTES FOR ATTACHMENT TO WALL
WALL SHEATHING - SEE STRUCTURAL NOTES
SEE SHEAR WALL SCHEDULE OR STRUCTURAL NOTES FOR ANCHOR SIZE AND SPACING
2x REDWOOD OR PRESSURE TREATED PLATE
FROSTDEPTH MIN.
CONCRETE SLAB (EXTERIOR, WHERE OCCURS)
CONCRETE FOUNDATION WALL -SEE PLAN AND STRUCTURAL NOTES FOR SIZE AND REINFORCING
CONCRETE SLAB (INTERIOR) -SEE PLAN / NOTES FOR THICKNESS AND REINFORCING
#4 DOWELS AT 24"o.c.
STEP CONT. TOP BARS BELOW RECESS
CONCRETE FOOTING -SEE PLAN AND SCHEDULEFOR SIZE AND REINFORCING
24"REQ'D
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
ARW:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF
FA
CIL
ITIE
S C
ON
ST
RU
CT
ION
AN
D M
AN
AG
EM
EN
T
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
HKS: 22564.000
C:\
Users
\am
monh\D
ocum
ents
\S-1
9467-C
am
p W
illia
ms
4141-2
019_ja
sonr@
arw
engin
eers
.com
.rvt
2/1
4/2
020 1
1:0
8:4
0 A
M
S2.01
DETAILS
14 FEBRUARY 2020
19467
CONSTRUCTION
DOCUMENTS
SCALE : NONE S2.01TYPICAL CONCRETE SLAB JOINTS 1
SCALE : NONE S2.01
2TYPICAL STEPPED FOOTINGSCALE : NONE S2.01ALLOWABLE PIPING LOCATIONS @ FOOTING DETAIL 3
SCALE : NONE S2.01
4TYP. REINF. @ INTERSECTIONS IN CONC.DETAIL
LSCALE : NONE S2.01
5SECTION @ EXTERIOR TIMBERSECTION @ EXTERIOR TIMBERSCALE : NONE S2.01
6CONCRETE FOUNDATION @ OPENING
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
HEADED ANCHOR BOLTS -SEE SCHEDULE FOR SIZE AND SPACING
EDGE POST - SEE PLAN PLYWOOD SHEATHING -LAY LONG EDGE HORIZONTAL - SEE SCHEDULE FOR SIZE
HOLDOWN - SEE SCHEDULE
EDGE POST - SEE PLAN
BLOCKING REQ'D AT PANEL EDGES (USE 3x BLOCKING IN WALL TYPES REQUIRING 3x STUDS AT PANEL EDGES)
PLATE WASHER 1/4" x 3" x 0'-3", TYP.
SIMPSON SB ANCHORSEE DETAIL 2 AND 3/S2.02
SOLID WOOD BLOCKING TYP.BETWEEN RAFTERS AND TRUSSES.ALL BEARING AND SHEAR WALLSNOTCH WHERE REQ'D FORVENTILATION - SEE DETAIL 6/S2.02
3x STUD WALL FRAMING AND 3x BOTTOM PLATE WHERE REQ'D - SEE SCHEDULE
BLOCKING TO TOP PLATE ATTACHMENT "C" - SEE SCHEDULE
PANEL EDGE NAILSPACING
FIELD NAILSPACING
2x OR 3x STUD WALL FRAMING - SEE SCHEDULE
OPENING SIZE KING STUDS TRIMMER STUDS
DOUBLE 2x WALL TOP PLATE - SEE ROOF FRAMING NOTES
CRIPPLE STUDS (WHERE OCCURS)
HEADER BEAM - SEE PLAN AND 4/S2.02
TRIMMER STUDS - SEE SCHEDULE
KING STUDS - SEE SCHEDULE
SIMPSON LCE4 POST CAP - TYP. EACH SIDE
UP TO 6'-0"
6'-1" TO 10'-0"
(2) 2x6
(3) 2x6(2) 2x6
(2) 2x6
WALL TOP PLATE
SOLID 2x BLOCKING BETWEEN TRUSSES AND RAFTERS. NOTCH CORNERS AS SHOWN WHERE REQ'D FOR VENTILATION
ROOF SHEATHING - SEE STRUCTURAL NOTES
ROOF TRUSS OR RAFTER - SEE PLAN
BLOCKING TO TOP PLATE ATTACHMENT -SEE SCHEDULE
NOTE: FOR DEPTHS GREATER THAN 11-1/4" USE SOLID LSL BLOCKING BETWEEN RAFTERS.
WALL PARALLEL TO TRUSSES WALL PERPENDICULAR TO TRUSSES
(2) 8d EACH SIDE
2x8 TOP PLATE
2x4 FLAT AT 48"o.c. DO NOT NAIL TO TRUSS
16d AT 12"o.c.
FASTEN MASTER NLB SCREW AT EACH TRUSS1
" C
LE
AR
MAX. OPENING 4'-0" x 4'-0"
DOUBLE JOIST
" U " JOIST HANGER - TYP.
DOUBLE HEADER JOIST
DOUBLE JOIST
EDGE NAILING ALL AROUND OPENING
AT ROOF
B.N. = BOUNDARY NAILING
F.N. = FIELD NAILINGE.N. = EDGE NAILING
4'-0" x 8'-0" TYP.SHEATHING
EDGE SHEATHING JOINTS TOBE CENTERED ON JOISTS
EDGE OF ROOF1/8" PANEL GAP(TYP.)
BLOCKING ABOVE WALLBELOW (WHERE OCCURS)
E.N. - TYP.
B.N. - TYP.
F.N. TYP.
SUPPORT UNBLOCKEDPANEL EDGES W/SIMPSON PSCL PANEL CLIPS -TYP. BETWEEN TRUSSESAT MIDSPAN OF SHEATHING
STAGGER JOINTSAT 4'-0"o.c.
WOOD STUDS - SEE SHEAR WALL SCHEDULE AND FRAMING NOTES
SEE SHEAR WALL SCHEDULE FOR BOLTED ATTACHMENT TO FOUNDATION. PROVIDE 1/4" x 3" x 0'-3" PLATE WASHERS TYP. AT EACH ANCHOR BOLT
SILL PLATE
CONCRETE FOOTING OR FOUNDATION WALL -SEE PLAN FOR SIZE
SIMPSON HOLDOWN ANCHOR W/ ANCHOR BOLT PER PLAN AND DETAIL 3/S2.02
BOUNDARY POST PER PLAN
APA RATED SHEATHING AT ALL SHEAR WALLS -SEE SCHEDULE FOR PANEL NAILING
2x BLOCKING TYP. AT ALL PANEL EDGES. INSTALL 3x BLOCKING WHERE 3x STUDS ARE REQ'D - SEE SCHEDULE
CORNER / END WALL INSTALLATION
SECTION A
CONTINUOUS WALL INSTALLATION
ANCHORHOLDOWN SIZE SIZE
MIN. EMBEDMENTDEPTH "Le"
LOCATE MIN. 45 DEG.
HDU2
HDU4
SB 5/8 x 24
SB 5/8 x 24
20"
HDU5
HDU8
SB 5/8 x 24
SB 7/8 x 24
PLACE SB ANCHOR DIAGONAL IN CORNER AT END WALL APPLICATION
5"
MIN
.
1 3/4" MIN.
A
CONCRETE FOUNDATION WALL
20"
20"
20"
12"
SEE ARCH.
ROOF SHEATHING - SEE STRUCTURAL NOTES
B.N. - SEE STRUCTURAL NOTES
FULL HEIGHT SOLID 2x OR LSL BLOCKING TYP. BETWEEN TRUSSES - SEE 6/S2.02
E.N. - SEE STRUCTURAL NOTES
WALL SHEATHING - SEE STRUCTURAL NOTES AND WOOD SHEAR WALL SCHEDULE
ROOF TRUSS - SEE PLAN SIMPSON H2.5A AT EACH TRUSS
WOOD SHEAR WALL - SEE PLAN AND SCHEDULE
SIMPSON A35 AT EACH TRUSS
SIMPSON A35 AT EACH BLOCK
NOTE: SEE ARCH. FOR SOFFITAND FACIA DETAILS
OUTLOOKER - SEE PLAN
E.N. - SEE STRUCTURAL NOTES
WALL SHEATHING - SEE STRUCTURAL NOTES ANDSHEAR WALL SCHEDULE
B.N. INTO 2x SOLID BLOCKING - SEE STRUCTURAL NOTES
SIMPSON FACE MOUNT HANGER AT EACH OUTLOOKER MIN. CAPACITY = 500lb
SIMPSON H2.5A UPLIFTANCHOR AT 24"o.c.
2-PLY PRE-MANUFACTUREDROOF TRUSS - SEE PLAN
ROOF SHEATHING - SEE STRUCTURAL NOTES
SIMPSON A35 AT 24"o.c.
L 2L
(2) SIMPSON 4" SDS SCREWS TYPICAL
(2) PIECES (3) PIECES (4) PIECES
(2) ROWS 12d NAILS AT 12"o.c.
(2) ROWS 16d NAILS AT 12"o.c. (EACH SIDE STAGGERED)
(2) ROWS 1/2" DIA. THRU BOLTS AT 24"o.c.
2"
2"
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
ARW:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF
FA
CIL
ITIE
S C
ON
ST
RU
CT
ION
AN
D M
AN
AG
EM
EN
T
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
HKS: 22564.000
C:\
Users
\am
monh\D
ocum
ents
\S-1
9467-C
am
p W
illia
ms
4141-2
019_ja
sonr@
arw
engin
eers
.com
.rvt
2/1
4/2
020 1
1:0
8:4
2 A
M
S2.02
DETAILS
14 FEBRUARY 2020
19467
CONSTRUCTION
DOCUMENTS
LSCALE : NONE S2.02
1DETAILDETAILSCALE : NONE S2.02
5DETAIL
LSCALE : NONE S2.02
6DETAILDETAIL
SCALE : NONE S2.02
11TYP. NON-BEARING WALL
SCALE : NONE S2.02
7DETAILL
SCALE : NONE S2.02
8TYP. SHEATHING LAYOUT (UNBLOCKEDDIAPHRAGM)TYP. SHEATHING LAYOUT (UNBLOCKEDDIAPHRAGM)
LSCALE : NONE S2.02
2TYP. HOLDOWN DETAILTYP. HOLDOWN DETAILL
SCALE : NONE S2.02
3HOLDOWN EMBED SCHEDULEHOLDOWN EMBED SCHEDULE
LSCALE : NONE S2.02
9DETAILDETAILL
SCALE : NONE S2.02
10DETAILDETAIL
SCALE : NONE S2.02
4HEADER AND BEAM MEMBERCONNECTIONS
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
NOTE: THIS VIEW REPRESENTS A SCHEMATIC RENDERING ONLY AND IS NOT INTENDED TO CONVEY CONSTRUCTION INFORMATION. ALL CONSTRUCTION SHALL COMPLY WITH SPECIFIC NOTES AND DETAILS WITHIN THE STRUCTURAL DRAWINGS.
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
ARW:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF
FA
CIL
ITIE
S C
ON
ST
RU
CT
ION
AN
D M
AN
AG
EM
EN
T
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
HKS: 22564.000
C:\
Users
\am
monh\D
ocum
ents
\S-1
9467-C
am
p W
illia
ms
4141-2
019_ja
sonr@
arw
engin
eers
.com
.rvt
2/1
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1:0
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4 A
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S4.01
SCHEMATIC
REFERENCE
14 FEBRUARY 2020
19467
CONSTRUCTION
DOCUMENTS
SCALE : S4.01
A3D REFERENCEW VIEW ONLY
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
02/14/2020
REG
I STE
RE
D PROFESS IONAL ENGIN
EER
No. 7715
S TA T E O F UTAH
RICHARD G.REEDER
181 East 5600 SouthMurray, Utah 84107O: (801) 530-3148www.vbfa.comvbfa project #: 18455
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
TD
ATE:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CAM
P W
ILLI
AMS
SHEETNO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UTAH
NAT
IONA
L GU
ARD
STAT
E OF
UTA
H DI
VISI
ON O
F FA
CILI
TIES
CON
STRU
CTIO
N AN
D M
ANAG
EMEN
T
OWNERSTATE OF UTAHDIVISION OF FACILITIESCONSTRUCTION AND MANAGEMENT4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 WBLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/14
/202
0 1:
33:5
4 PM
14 FEBRUARY 2020
22564.000
CONSTRUCTIONDOCUMENTS
BU
ILD
ING
414
1 R
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S
M0.00
LEGEND OF MECHANICALSYMBOLS &ABBREVIATIONS
VTR
LEGEND OF MECHANICAL SYMBOLS AND ABBREVIATIONS
12X12200
22X22200
12X12200
24X10200
24X10200
12X12200
12X12200
S
T
RPBP
GPM0.0
O-100°
F
S
T
MECHANICAL
A
S
SD
PLUMBING PLUMBING CONT. LINETYPES LINETYPES CONT.
SYMBOLS
1 2
B
A
SHOWER102
HSK101
WASH103
UTILITY SINK104
TOILET105
MECH106
HSK107
T
EF1
12"Ø310 (5)
12"Ø350 (2)
20/20 16/16
MAU11
MAINTENANCECLEARANCE
24/201450 (2)
20/20
14"Ø450 (2)
16/16
14"Ø500
20/20
UH1
16/16HOUSEKEEPING
PAD
30/14
16/16
TRANSITION DUCTWORKAS REQUIRED TO ENTER
EQUIPMENT STAND
14"Ø500 (2)
14"Ø500
14"Ø500
2
TMAU-1
3 3
M1.01
MECHANICAL PLANS
KEYED NOTES#
1. MOUNT MAKE-UP AIR UNIT ON MECHANICAL EQUIPMENTSTAND. SEE MECHANICAL DETAILS. FIELD VERIFY LOCATIONFOR MAKE-UP AIR UNIT TO BE PLACED DOES NOT CONFLICTWITH ANY UTILITIES, STRUCTURE, IRRIGATION EQUIPMENT,ETC. IF A CONFLICT IS DISCOVERED, IMMEDIATELY BRING TOTHE ATTENTION OF THE OWNER/ENGINEER FOR RESOLUTIONPRIOR TO ANY WORK PROGRESSING.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS,DUCT SIZES, PIPE SIZES, LOCATIONS AND CONDITIONS PRIORTO BEGINNING ANY WORK OR PURCHASING ANY SUPPLIES OREQUIPMENT. IF ANY DISCREPANCIES, ERRORS, CONFLICTS ORCONCERNS ARE UNCOVERED THEY SHALL BE BROUGHT TOTHE ATTENTION OF THE OWNER/ENGINEER FOR RESOLUTIONPRIOR TO ANY WORK PROGRESSING.
3. CONCENTRIC VENT THRU ROOF.
SCALE: 1/4" = 1'-0"0' 4' 8'
02/14/2020
REG
I STE
RE
D PROFESS IONAL ENGIN
EER
No. 7715
S TA T E O F U TAH
RICHARD G.REEDER
181 East 5600 SouthMurray, Utah 84107O: (801) 530-3148www.vbfa.comvbfa project #: 18455
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
TD
ATE:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CAM
P W
ILLI
AMS
SHEETNO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UTAH
NAT
IONA
L GU
ARD
STAT
E OF
UTA
H DI
VISI
ON O
F FA
CILI
TIES
CON
STRU
CTIO
N AN
D M
ANAG
EMEN
T
OWNERSTATE OF UTAHDIVISION OF FACILITIESCONSTRUCTION AND MANAGEMENT4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 WBLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/14
/202
0 1:
33:5
4 PM
14 FEBRUARY 2020
22564.000
CONSTRUCTIONDOCUMENTS
BU
ILD
ING
414
1 R
EN
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ION
S
1 MECHANICAL PLAN - BLDG 4141SCALE: M1.01
W
INACCESIBLEDAMPER ISOPERATOR WHEREREMOTE CEILING
45
L=1/4 W (4" MIN.)NOTE:
L
REGULATORCEILING DAMPERPROVIDE CONCEALEDVOLUME DAMPER
AIR FLOW
INTERSECTIONSTO ELBOWS ORTHAN TWO DUCT WIDTHSBE INSTALLED CLOSERDAMPERS SHOULD NOTNOTE:
(MIN.)
(MIN.)(MIN.)(MIN.)DD
(MIN.)
30° ELBOW2 PIECE
45° ELBOW3 PIECE
60° ELBOW4 PIECE
90° ELBOW5 PIECE
DD
DDDDDD
11.25°
11.25
° 10°
10°
20°
20°
15°
15°
11.25°
22.5°
22.5°
22.5°
11.25
°
DUCT
TRUNK
DUCT
TRUNK
DUCT
TRUNK
TRUNK DUCT
AIR FLOW AIR FLOW
AIR FLOW
AIR FLOWBRANCH DUCT BRANCH DUCT
BRANCH DUCTBRANCH DUCT
90° CONICAL TEE
90° ELONGATED TEE
2-WAY 45° Y
45° Y TEE
SEE PLAN FOR
LOCATIONSIZE AND
NECK SIZE
GYPBOARD CEILING
SCREW MATING
MIN. OF TWO6" O.C. W/W/ SCREWS @COLLARS TIGHT
PER SIDE
1/2 DIFFUSER
2" MIN.
1"
DIFFUSER CONNECTIONBOOT LINED WITH 1"ACCOUSTICAL
BOX UP TO STRUCTURESTRAP EACH SIDE OFFOLDED SHEET METAL
PLANS FOR SIZE AND LOCATIONSUPPLY DIFFUSER OR REGISTER- SEE
WHEN REQUIRED
LAY-IN CEILING WHENREQUIRED
AT ALL EDGESMASTIC SEALANT
SUPPLY AIR
SHEET METAL DUCT
TO BOOT INLET COLLARSECURE FLEX DUCT
SEE PLANS FOR SIZE AND LOCATION
SUPPLY DIFFUSER-
INSULATION
CEILING SUPPORTCHANNEL
CEILING
SIZE
FLEX DUCTSEE PLAN FOR
ABOVEFROM STRUCTURESUPPORT FLEX DUCT
MAKE BEND RADIUS
TIGHTENING BAND1 1/2 x DUCT RADIUS
CEILING
DIFFUSER CONNECTION-AIS NOT ENOUGH ROOM FORFOR LOCATIONS WHERE THERENOTE:
RECTANGULAR DUCT SUPPORTNO SCALE
5
ROUND DUCT ELBOW DETAILSNO SCALE
3
BRANCH DUCT TAKE-OFF & DAMPER DETAILNO SCALE
7
DIFFUSER CONNECTION DETAIL - ANO SCALE
6DIFFUSER CONNECTION DETAIL - B11
DIFFUSER CONNECTION DETAIL - C10
ROUND DUCT BRANCH TAKE-OFF DETAILSNO SCALE
12
NO SCALE
NO SCALE
NO SCALEDUCT LINER DETAIL
METAL DUCTGALV. SHT.
OF LINER2" FROM EDGENOT MORE THAN
AND TAPED OVER.FIRMLY TOGETHERLINER SHALL BE BUTTEDADHESIVE. ENDS OFTO BE COATED WITHALL ENDS OF LINER
100% ADHESIVEDUCT WITHADHERED TOLINER TO BE
LINERDUCT
SIDESOVERLAP THELINER SHALLSECTION OFTOP AND BOTTOM
DUCT LINER
(TYP.)12" O.C. MAX.METAL FASTENERS
ROUND TRANSITIONRECTANGLE TO
VOLUME DAMPER AT EACH BRANCH TAKE-OFF
FLEX DUCT OR RIGID, SEE PLANS.
45°
AIR FLOW
RECTANGULAR DUCT
HIGH EFFICIENCY TAKE-OFF DETAILNO SCALE9
8
DUCT
BEND TAB UNDER
NOTE: USE SPECIFIED SPACING AND NOT LESS THAN ONE SUPPORT PER BRANCH.
1 1/4" x 16 GAUGESHEET METAL STRAP,TYPICAL
DOUBLE FOLD STRAP ANDSECURE TO TOP CHORD OF TRUSSES.
#10 SHEET METAL SCREW6" ON CENTER, TYP.
NO SCALE
MAKEUP AIR UNIT EQUIPMENT STAND DETAIL1
-
CENTRIFUGAL WALL EXHAUST FAN DETAILNO SCALE
2
FACTORYMOUNTINGBRACKET
ELECTRICUNIT HEATER
SUSPEND UNIT FROMSTRUCTURE W/1/2"DIAMETER STEEL RODSAND VIBRATION ISOLATORS
VIBRATION ISOLATOR
2- 1/2" X 2-1/2" X1/4" STEEL ANGLE(BOLTED TO BRACKET)
TOP OF UNIT TO BEMIN. OF 12" FROMALL STRUCTURE ORCEILING
ELECTRIC UNIT HEATER MOUNTING DETAILNO SCALE4
02/14/2020
REG
ISTE
RE
D PROFESS IONAL ENGIN
EER
No. 7715
S TA T E O F U TAH
RICHARD G.REEDER
181 East 5600 SouthMurray, Utah 84107O: (801) 530-3148www.vbfa.comvbfa project #: 18455
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
TD
ATE:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CAM
P W
ILLI
AMS
SHEETNO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UTAH
NAT
IONA
L GU
ARD
STAT
E OF
UTA
H DI
VISI
ON O
F FA
CILI
TIES
CON
STRU
CTIO
N AN
D M
ANAG
EMEN
T
OWNERSTATE OF UTAHDIVISION OF FACILITIESCONSTRUCTION AND MANAGEMENT4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 WBLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/14
/202
0 1:
33:5
4 PM
14 FEBRUARY 2020
22564.000
CONSTRUCTIONDOCUMENTS
BU
ILD
ING
414
1 R
EN
OV
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ION
S
M5.01
MECHANICALDETAILS &SCHEDULES
ELECTRIC UNIT HEATER SCHEDULEAIR ELECTRICAL PHYSICAL
ENTERING LEAVINGAIRFLOW TEMP. TEMP.
AREA RATE LOAD DB DB WEIGHTID MANUFACTURER MODEL NUMBER SERVED TYPE (CFM) (BTU/H) (°F) (°F) KW AMPS VOLT/PH/HZ W x D x H (IN) (LBS) NOTES
UH-1 MARKEL HF2B5103N SEE PLANS HORIZONTAL 300 8,500 60 86 2.5 6.9 208/1/60 14.5 x 6.5 x 18 30 1,2
1. PROVIDE WITH LOUVER DIFFUSER, FACTORY MOUNTED THERMOSTAT (SET TO 60° F), MOUNTING KIT, HEATER BRACKETS AND DISCONNECT (DISCONNECT TO BE INSTALLED BY DIVISION 26).2. SCHEDULED CAPACITIES AT AHRI CONDITIONS.
FAN SCHEDULEAIR ELECTRICAL PHSICAL
MAXIMUMAIRFLOW STATIC MOTOR MOTOR MOTOR
AIR RATE PRESSURE SIZE SIZE SPEED SONES DIMENSIONS WEIGHTID MANUFACTURER MODEL NUMBER TYPE TYPE (CFM) (IN. WATER) (BHP) (HP) (RPM) VOLT/PH DIA" x H" (LB) NOTES
EF-1 COOK ACWD 195W17D (VF2) UPBLAST, WALL EXHAUST 2,750 0.35 0.303 3/4 1725 208/3 7.6 40"Ø x 36.5" 80 1,2,3,4
1. DIRECT DRIVE, CENTRIFUGAL EXHAUST FAN; PROVIDE WITH BIRD SCREEN, BACKDRAFT DAMPER AND DISCONNECT (DISCONNECT INSTALLED BY DIV. 26).2. PROVIDE WITH ECM WIRING PACKAGE OR 0-10VDC CONTROL FOR EXHAUST EC MOTORS. CONTROLS PROVIDED TO BE COMPATIBLE WITH CAMP WILLIAMS MANAGEMENT SYSTEM.3. FAN TO RUN CONTINUOUSLY WHEN BUILDING IS OCCUPIED.4. SCHEDULED CAPACITIES AT 4,800 FEET ELEVATION.
GRILLES, REGISTERS AND DIFFUSERS
ID MANUFACTURER MODEL DESCRIPTION
CD-1 PRICE SPD
FACE STYLE: SQUARE PLAQUE DIFFUSER W/ REMOVABLE FACE FINISH: COORDINATE COLOR WITH ARCHITECTFACE SIZE: 24" x 24". MOUNTING-FRAME: SURFACE OR LAY-IN, AS REQ'D.
APPLICATION: SUPPLY AIR PATTERN: 360° RADIAL HORIZONTAL AIR PATTERNVELOCITY: 500 FPM MAX DAMPER: OPPOSED BLADEMATERIAL: ALUMINUM / STEEL MAX NC - 30
EG-1 PRICE PDDRE
FACE STYLE: PERFORATED. MOUNTING-FRAME: SURFACE W/ REMOVABLE FACE & CORE.FACE SIZE: 16" x 16" DAMPER: OPPOSED BLADEAPPLICATION: EXHAUST AIR FINISH: COORDINATE COLOR WITH ARCHITECTMATERIAL: ALUMINUM / STEEL MAX NC - 30
RG-1 PRICE 10
FACE STYLE: PERFORATED W/ 1/2" x 1/2" x 1/2" SQUARES. MOUNTING-FRAME: SURFACE W/ REMOVABLE FACE & CORE.FACE SIZE 22" x 20" DAMPER: OPPOSED BLADEAPPLICATION: RETURN AIR FINISH: COORDINATE COLOR WITH ARCHITECTMATERIAL: ALUMINUM / STEEL MAX NC - 30
NOTE: UNLESS NOTED OTHERWISE CD-1 TYPICAL SQUARE DIFFUSER; RG-1 TYPICAL SQUARE RETURN AIR GRILLE; EG-1 TYPICAL EXHAUST AIR GRILLE
MAKE-UP AIR UNIT SCHEDULEEVAPORATIVE COOLING HEATING MOTOR
TOTAL ENTER/ DOMESTICOUTSIDE STATIC ENTERING LEAVING LEAVING COLDAIR FLOW PRESSURE AIR TEMP. AIR TEMP. AIR TEMP. HEATING HEATING SUPPLY WATER
RATE DROP DB / WB DB / WB DB LOAD INPUT LOAD OUTPUT WORKING FAN CONNECTIONID MANUFACTURER MODEL NUMBER LOCATION (CFM) (IN H20) (DEG. F) (DEG. F) EFFICIENCY (DEG. F) (MBH) (MBH) FLUID HP FLA V/PH DIA. (IN) WEIGHT (LBS) NOTES
MAU-1 TRANE GRAA35GDJF0 GROUND 2800 1 99 / 63 64 / 62 90% 0 / 95 350 247.79 NATURAL GAS 1.5 - 208/3 3/4 1200 1,2,3
1. PROVIDE WITH STAINLESS STEEL BURNER, THERMOSTAT, (4) 2" MERV-8 FILTERS, 42-INCH INSULATED EQUIPMENT STAND W/ SIDE RETURN INLET, MODULATING GAS HEAT, INTEGRAL 2-POSITION OSA & RETURN DAMPER(S), EVAPORATIVE COOLING SECTION, AND MANUFACTURER'S NON-FUSED DISCONNECT (DISCONNECT TO BE INSTALLED BY DIV. 26,ELECTRICIAN).2. SCHEDULED CAPACITIES AT 4,800 FEET ELEVATION.
3. CONTROLS TO BE COMPATIBLE WITH CAMP WILLIAMS' MANAGEMENT SYSTEM.
SHOWER102
HSK101
WASH103
UTILITY SINK104
TOILET105
MECH106
HSK107
SHOWER102
HSK101
WASH103
UTILITY SINK104
TOILET105
MECH106
HSK107
02/14/2020
REG
I STE
RE
D PROFESS IONAL ENGIN
EER
No. 7715
S TA T E O F U TAH
RICHARD G.REEDER
181 East 5600 SouthMurray, Utah 84107O: (801) 530-3148www.vbfa.comvbfa project #: 18455
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
TD
ATE:
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
ISSUE
© 2005 HKS, INC.
CAM
P W
ILLI
AMS
SHEETNO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UTAH
NAT
IONA
L GU
ARD
STAT
E OF
UTA
H DI
VISI
ON O
F FA
CILI
TIES
CON
STRU
CTIO
N AN
D M
ANAG
EMEN
T
OWNERSTATE OF UTAHDIVISION OF FACILITIESCONSTRUCTION AND MANAGEMENT4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 WBLUFFDALE, UT 84065
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
2/14
/202
0 1:
33:5
4 PM
14 FEBRUARY 2020
22564.000
CONSTRUCTIONDOCUMENTS
BU
ILD
ING
414
1 R
EN
OV
AT
ION
S
P1.01
PLUMBINGPLANS
KEYED NOTES#
P101 SCALE: 1/4" = 1'-0"0' 4' 8'
PLUMBING PLAN - WASTE & VENT - BLDG. 4141SCALE:
P101 SCALE: 1/4" = 1'-0"0' 4' 8'
PLUMBING PLAN - WATER & GAS - BLDG. 4141SCALE:
1
2
OAKESON
JOSHUA
No. 7707671-2202
GIN
EER
ONA
OF
ESSI
R
UTAH
TE OF
STA
P
L EN
2018 BNA CONSULTING SA
LT L
AK
E
ST.G
EO
RG
ESuite 202St. George, Utah 84770
CONSULTING
P:435.628.3670F:435.628.3680
www.bnaconsulting.com
393 East Riverside Drive
BNA
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
2/1
3/2
020
10:1
3:3
7 P
M
E0.01
SYMBOLS, SCHEDULES
AND NOTES
29 JANUARY 2019
22564.000
For Information Only
SHEET INDEXSHEET INDEXSHEET INDEXSHEET INDEXE0.01 SYMBOLS, SCHEDULES AND NOTES
E0.02 SCHEDULES
E2.01 LIGHTING PLAN
E3.01 POWER AND SYSTEMS PLAN
842
TC
J
P
F
S
F
H
S
D
D
R
CM
D
ML
CR
34EQ
A
H
MM
S
1D
2D
A
I
M
ES
T
A
PP
S
S
S
S
S
S
S
C
S
SEE DIAGRAM,SPECIFICATION
EQUIPMENT CABINET/RACK CIRCUIT TO 120V
ARCHITECTURAL ROOM NUMBER
TIME CLOCK +5'-0" 2.
JUNCTION BOX ('F' IN FLOOR) AS NOTED
MOTOR OUTLETEQUIP.
TO SUIT
PHOTO-ELECTRIC CONTROL TORK 2000AAS NOTED
PUSHBUTTON +4'-0" 6.
NON-FUSED DISCONNECT SWITCH +5'-0" 5.
FUSED DISCONNECT SWITCH +5'-0" 5.
MANUAL STARTER THERMAL OVERLOAD SWITCH WITH PILOT LIGHT
T+4'-0" 2.
VARIABLE FREQUENCY DRIVEVFD +6'-6"
MAGNETIC STARTER / DISCONNECT COMBINATION +5'-0"
PANEL BOARDTOP AT+6'-0"
MAIN DISTRIBUTION PANEL
TELEPHONE TERMINAL BOARD
FIRE ALARM MANUAL STATION +4'-0" 6.
FIRE ALARM SIGNAL HORN/STROBE 6.
SMOKE DETECTOR CEILING
DUCT SMOKE DETECTOR MTD. IN DUCT
FIRE/SMOKE DAMPER
DOOR HOLDER AS NOTED
ST TAMPER SWITCH
FIRE ALARM RELAY OR SECURITY RELAY
FIRE ALARM CONTROL MODULE
DURESS PUSHBUTTON +4'-0"
MAGNETIC SHEAR LOCK
ACCESS CONTROL CARD READER +4'-0" 6.
CAMERA - SEE SCHEDULE AS NOTED
EQUIPMENT NUMBER
LIGHT FIXTURE (LETTER DESIGNATES TYPE)
BELL +7'-6"
HEAT DETECTOR CEILING
SF FLOW SWITCH
FW WATER FLOOD INDICATOR
FIRE ALARM MONITOR MODULE
FIRE ALARM STROBE
SECURITY SYSTEM DOOR SWITCHDOORJAMB
MOUNT AS PER. MFR.
SECURITY SYSTEM OVERHEAD DOOR SWITCH CEILING
SECURITY SYSTEM KEYED ACCESS SWITCH +4'-0" 6.
INFRARED SENSOR AS NOTED
MOUNT AS PER. MFR.
SECURITY MOTION DETECTOR
ELECTRIC DOOR STRIKE
DOOR POSITION INDICATING SWITCH
O.S. & Y. VALVE SEE DIAGRAM
LOW VOLTAGE TRANSFORMER
CORD DROP SEE DIAGRAM
AUTOMATIC RELAY PACK CEILINGSEE DIAGRAM. SPEC.
POWER PACK CEILINGSEE DIAGRAM, SPEC.
CALL SWITCH +4'-0" 6.
PLUGMOLD+46" OR
AS NOTED
SPECIAL PURPOSE OUTLET 10. WITH CAP. 11.AS NOTED+16" OR
MOMENTARY CONTACT SWITCH, CENTER POSITION OFF +4'-0" 6.
TIMER SWITCH +4'-0" 6.TM
PSWITCH WITH PILOT LIGHT +4'-0" 6.
K KEY OPERATED SWITCH +4'-0" 6.
4 FOUR-WAY SWITCH +4'-0" 6.
3 THREE-WAY SWITCH +4'-0" 6.
x6. 4.SINGLE POLE SWITCH +4'-0"
AS NOTEDCEILING/WALL MOUNTED EXIT LIGHTCEILING/
1.3.8.
FLOOD OR TRACK FIXTURE AS NOTED
EGRESS LIGHT FIXTURE AS NOTED UNSWITCHED
LIGHT FIXTURE AS NOTED 1
RECESSED DOWNLIGHT FIXTURE CEILING 1.
WALL LIGHT FIXTURE AS NOTED 1.
CEILING LIGHT FIXTURE CEILING 1.
CABLE TRAY AS NOTED
CONDUIT STUB LOCATION CONDUITCAP
CONDUIT DOWN
CONDUIT UP
CONDUIT RUN CONCEALED IN FLOOR OR GROUND
CONDUIT RUN CONCEALED IN WALL OR CEILING
3 CIRCUIT, HOME RUN TO PANEL
2 CIRCUIT, HOME RUN TO PANEL
ONE CIRCUIT, HOME RUN TO PANEL CLOCK OUTLET +7'-6" 8.
ELECTRIC WATER COOLER RECEPTACLEWSEE DIAGRAM
A DUPLEX RECEPTACLE 9.
+4'-0" 6.CEILING/WALL MOUNTED OCCUPANCY SENSOR CEILING/
BASEAREA LIGHT POLE AND FIXTURE CONCRETE SEE DIAGRAM
VARIABLE INTENSITY SWITCH +4'-0" 6.D
DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
WEATHERPROOF RECEPTACLEWP 2. 9.AS NOTED+24" OR
GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
DUPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR
FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
FOURPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR
TELEVISION OUTLET 11.AS NOTED+16" OR
LOW VOLTAGE WALLSTATION (SUBSCRIPT INDICATES +4'-0"CONFIGURATION & CONTROL SEQUENCE) SEE DIAGRAM
ELECTRICAL SYMBOL SCHEDULEELECTRICAL SYMBOL SCHEDULEELECTRICAL SYMBOL SCHEDULEELECTRICAL SYMBOL SCHEDULE
NOTESNOTESNOTESNOTESMOUNTING MOUNTING MOUNTING MOUNTING
HEIGHTHEIGHTHEIGHTHEIGHTDESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTIONSYMBOLSYMBOLSYMBOLSYMBOL
STANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANSSTANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANSSTANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANSSTANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ON PLANS
1. SEE FIXTURE SCHEDULE FOR TYPE, MOUNTING AND WATTAGE.2. HEIGHT MEASURED TO CENTER LINE OF THE BOX FROM THE FINISH FLOOR.3. REFER TO DRAWINGS FOR DIRECTIONAL ARROWS.4. SUBSCRIPT KEYS SWITCH TO FIXTURES CONTROLLED.5. NEMA TYPE 'ND' NON-FUSED UNLESS NOTED 'F' (FUSED). USE 'HD' 480 V.6. HEIGHT MEASURED TO TOP OF THE BOX FROM FINISH FLOOR.
NOTESNOTESNOTESNOTESMOUNTING MOUNTING MOUNTING MOUNTING
HEIGHTHEIGHTHEIGHTHEIGHTDESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTIONSYMBOLSYMBOLSYMBOLSYMBOL
7. PROVIDE H.O.A. AND S.S. PUSHBUTTONS AS REQUIRED.8. DOUBLE ARROWS DENOTE A DOUBLE FACE UNIT.9. COORDINATE WITH MILLWORK SHOP DRAWINGS AND ELEVATIONS FOR HEIGHT.10. SUBSCRIPT DENOTES NEMA CONFIGURATION.11. HEIGHT MEASURED TO BOTTOM OF THE BOX FROM FINISH FLOOR.12. COORDINATE WITH DOOR HARDWARE SUPPLIER.
RECESSED WALLWASH DOWNLIGHT FIXTURE CEILING 1.
WIRELESS ACCESS POINT, TWO CABLES CEILING
FT FLIP-TOP BOX
TOMBSTONE RECEPTACLE
DIGITAL DAYLIGHT SENSOR CEILING
VASPIRATING SMOKE DETECTION SYSTEM CEILING MOUNT AS
PER. MFR.
UPPER OUTLETSWITCH CONTROLLEDDUPLEX RECEPTACLE 9. 11.AS NOTED
+16" OR
SIMPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
ISOLATED GROUND RECEPTACLEIG 2. 9.AS NOTED+16" OR
DATA OUTLET, ONE CABLE 9. 11.AS NOTED
DATA OUTLET, TWO CABLES 9. 11.AS NOTED+16" OR
DATA OUTLET, THREE CABLES 9. 11.+16" OR
PT POKE THRU - SEE SCHEDULE FLOOR
9.
MAGNETIC STARTER +5'-0" 7.
CHIME +7'-6"
E FIRE ALARM SIGNAL SPEAKER/STROBE 6.
K FIRE ALARM SPEAKER ONLY 6.
G GLASS BREAK DETECTOR CEILING
+16" OR
AS NOTED
12.
EL ELECTRIC DOOR LOCK 12.
GROUND FAULT INTERRUPTER FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
R ACCESS CONTROL SYSTEM, REQUEST TO EXIT
K SECURITY SYSTEM KEYPAD +4'-0" 6.
POWER POLE
RCDIGITAL ROOM CONTROLLER (SUBSCRIPT INDICATES NUMBER OF RELAYS) CEILING
SEE DIAGRAM, SPEC.X
CONDUIT/CIRCUIT CONTINUATION
TVSS PROTECTED RECEPTACLE 9. 11.AS NOTED+16" OR
DATA OUTLET, W/MORE THAN (3) CABLES 9. 11.+16" OR
AS NOTEDX
CORD REEL SEE DIAGRAM
H CONCEALED FIRE ALARM SIGNAL HORN/STROBE
E CONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE
S CONCEALED FIRE ALARM SIGNAL STROBE
SCSMOKE/CARBON MONOXIDE DETECTOR
CCARBON MONOXIDE DETECTOR
CEILING
CEILING
BR ACCESS CONTROL BIOMETRIC READER +4'-0" 6.
TW TWO-WAY COMMUNICATION SYSTEM CALL STATION
TWZTWO-WAY COMMUNICATION SYSTEM ANNUNCIATOR
DUPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTEDU+16" OR
SIMPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTED+16" OR
U
GROUND BUS BAR
+4'-0"
+4'-0" 6.
6.PANEL
SUBSCIPT A=ANALOG, D = DIGITAL
9. 11.AS NOTED+16" OR
CONTROLLED RECEPTACLE
RECEPTACLE SWITCH PACK CEILINGR
B FIRE ALARM SIGNAL STROBE WITHBLUE COLORED LENS (CO VISUAL ALARM) +8'-0"
CEILING/ MOUNT AS PER. MFR.
EPABOVE
CEILINGSEE DIAGRAM, SPEC.
EMERGENCY LIGHTING CONTROL UNIT
+8'-0"
S CONCEALED FIRE ALARM SIGNAL STROBE WALL 6.+8'-0"
CLG CEILING
6.+8'-0"
ECONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE WALL
6.+8'-0"
CLG CEILING
+8'-0"
H 6.+8'-0"CONCEALED FIRE ALARM SIGNAL HORN/STROBE WALL
CLG CEILING
+7'-6"
X6., SEE DIAGRAM, SPEC.
FB FLOOR BOX - SEE SCHEDULE FLOORSEE DIAGRAM,SPEC.SEE DIAGRAM,SPEC.
SEE DIAGRAM,SPEC.
DEVICE/EQUIPMENT (TEXT DESIGNATES TYPE) SEE SCHEDULE
PMOUNT AS PER. MFR.
SECURITY SYSTEM POP-IT
DP
CP CEILING PROJECTION SYSTEM CEILING BOX
FLAT PANEL DISPLAY WALL BOX TVSS RECEPT., SEE DIAGRAM,SPEC. 26 2726SEE DIAGRAM,SPEC.
AS NOTED
CEILINGABOVE
ABBREV. DESCRIPTION ABBREV. DESCRIPTION
ABBREVIATIONS INDEX
# NUMBER
AC ALTERNATING CURRENT
A.F.F. ABOVE FINISH FLOOR
AIC AMPS INTERRUPTING CAPACITY
AM AMPS METER
AMP AMPERE
ANN ANNUNCIATOR
ATS AUTOMATIC TRANSFER SWITCH
AUX AUXILIARY
AWG AMERICAN WIRE GAUGE
BC BARE COPPER
BFG BELOW FINISH GRADE
C CONDUIT
CAB CABINET
CATB COMMUNITY ANTENNA TELEVISION
CATV CABLE TELEVISION
CKT CIRCUIT
CLG CEILING
CNTR CONTRACTOR
C.O. CONDUIT ONLY
CRT COMPUTER TERMINAL
CT CURRENT TRANSFORMER
CU COPPER
C/W COMPLETE WITH
DB DECIBEL
DC DIRECT CURRENT
DWG DRAWING
(E) EXISTING
EC EMPTY CONDUIT
EG EMERGENCY GENERATOR
EMT ELECTRICAL METALLIC TUBING
EX EXPLOSION PROOF
FACP FIRE ALARM CONTROL PANEL
FC FOOT CANDLE
FT FOOT
GFI GROUND FAULT INTERRUPTER
GND GROUND
GRC GALVANIZED RIGID CONDUIT
HP HORSE POWER
HZ HERTZ
IG ISOLATED GROUND
IMC INTERMEDIATE METALLIC CONDUIT
IN INCH
J-BOX JUNCTION BOX
KV KILOVOLT
KVA KILOVOLT AMPERES
KVAR KILOVARS
KW KILOWATT
LRA LOCKED ROTOR AMPS
LTG LIGHTING
MNF MANUFACTURER
MATV MASTER ANTENNA TELEVISION
MAX MAXIMUM
MB MAIN BUS
MCC MOTOR CONTROL CENTER
MCM 1000 CIRCULAR MILLS
MH MANHOLE
MIC MICROPHONE
MIN MINIMUM
MTG MOUNTING
MTR MOTOR
N/A NOT APPLICABLE
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECT. MANUFAC. ASSOC.
NFC NATIONAL FIRE CODE
NFPA NATIONAL FIRE PROTECTION ASSOC.
N.I.C. NOT IN CONTRACT
NO NORMALLY OPENED
NTS NOT TO SCALE
OS & Y OUTSIDE SCREW & YOKE
PB PUSHBUTTON
PF POWER FACTOR
PFR PHASE FAILURE RELAY
PNL PANEL
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE CONDUIT
(R) RELOCATE
RECEP RECEPTACLE
REQ REQUIREMENT
RLA RATED LOAD AMPS
RMS ROOT MEAN SQUARE
SE SERVICE ENTRANCE
SPEC SPECIFICATIONS
SPKR SPEAKER
SS SELECTOR SWITCH
SW SWITCH
SWBD SWITCHBOARD
SWGR SWITCHGEAR
TTB TELEPHONE TERMINAL BOARD
TTC TELEPHONE TERMINAL CABINET
TV TELEVISION
TYP TYPICAL
UG UNDERGROUND
UP UTAH POWER
UPS UNINTERRUPTED POWER SUPPLY
V VOLT (KV-KILOVOLT)
VA/R VOLT-AMPS/REACTIVE
VM VOLT METER
W WATTS
W/ WITH
WH WATTHOUR METER
W/O WITHOUT
WP WEATHERPROOF
XFMR TRANSFORMER
XFMR SW TRANSFER SWITCH
XP EXPLOSION PROOF
1P SINGLE-PHASE
2P TWO-POLE
3P THREE-POLE
4P FOUR-POLE
∅ PHASE
GENERAL NOTESCONSULT ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES.
VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH IN. CONSULT ALL APPLICABLE CONTRACT DRAWINGS AND SHOP DRAWINGS TO INSURE NEC CODE CLEARANCES REQUIRED AROUND ALL ELECTRICAL EQUIPMENT.
CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS (VOLTAGE, PHASE, CONNECTIONREQUIREMENTS, ETC) OF ALL EQUIPMENT FURNISHED UNDER ALL DIVISIONS, INCLUDING
ALL EXISTING EQUIPMENT TO BE RE-USED. REVIEW ALL SHOP DRAWINGS AND EXISTING EQUIPMENT BEFORE BEGINNING ROUGH-IN.
SEE SECTION 265100 (16510) OF THE SPECIFICATION FOR REQUIRED COORDINATION MEETINGS WITH MECHANICAL AND CEILING CONTRACTORS.
SEE APPLICABLE SHOP DRAWINGS FOR ROUGH IN LOCATION OF ALL EQUIPMENT, WIRING DEVICES, ETC. WHERE APPLICABLE MOUNT ALL WIRING DEVICES ABOVE BACK SPLASH EXCEPT THOSE SERVING UNDER COUNTER EQUIPMENT.
SEE SPECIFICATION FOR ENERGY SAVING LAMP AND BALLAST REQUIREMENTS.
FINISHES OF ALL LIGHT FIXTURES SHALL BE AS SELECTED BY ARCHITECT.
THE ELECTRICAL CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE MECHANICAL CONTRACTOR SUCH THAT NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO THE OPERATION OF THE ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE INSTALLED IN, ENTER OR PASS THRU ELECTRICAL ROOMS OR SPACES, OR ABOVE OR BELOW ELECTRICAL EQUIPMENT IN OTHER AREAS.
ELECTRICAL BOXES SHALL NOT BE LOCATED IN MASONRY COLUMNS IN BRICK WALLS OR IN GROUTED CELLS ADJACENT TO OPENINGS. COORDINATE LOCATION OF BOXES WITH MASONRY CONTRACTOR.
ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS, AND CEILINGS SHALL BE SEALED WITH APPROVED MATERIAL TO MAINTAIN FIRE RATING OF SURFACE PENETRATED.
CIRCUITS EXTENDING OVER 70' FOR 120 VOLT AND 115' FOR 277 VOLT 20 AMP CIRCUITS SHALL BE RUN WITH CONDUCTORS PER TABLE BELOW.
10.
8.
7.
9.
5.
4.
6.
2.
1.
3.
11.
MAXIMUM LENGTH
20 AMP MINIMUM BRANCH CIRCUIT CONDUCTOR SIZING
BRANCH CIRCUIT VOLTAGE
CONDUCTOR LENGTH (FT) 120 VOLT 277 VOLT
<70 MIN. #12 AWG
70 - 115
115 - 170
170 - 270
271 - 380
>380
MIN. #12 AWG
MIN. #10 AWG MIN. #12 AWG
MIN. #8 AWG MIN. #10 AWG
MIN. #6 AWG MIN. #8 AWG
NOTE B MIN. #8 AWG
NOTE B NOTE B
A. THESE ARE BASED ON MAXIMUM LENGTH OF CIRCUIT.
B. PERFORM VOLTAGE DROP CALCULATIONS AND PROVIDE CONDUCTOR SIZE TO KEEPBRANCH CIRCUIT VOLTAGE DROP LESS THAN 3% WITH A 15 AMP LOAD.
C. CONTRACTOR SHALL ENSURE THAT THE INSTALLATION OF EACH BRANCH CIRCUITSTAYS WITHIN 3% VOLTAGE DROP FOR A 15 AMP LOAD. IF NECESSARY,CONTRACTOR SHALL INCREASE WIRE AND CONDUIT SIZE TO MEET THE STANDARD ATNO ADDITIONAL COST TO OWNER.
6.
CONTRACTOR SHALL VERIFY FURNITURE LAYOUT PRIOR TO ANY FLOORBOX OR POKE-THRU INSTALLATION. COORDINATE EXACT LOCATION OF FLOOR BOX OR POKE-THRU WITH OWNER AND FURNITURE PROVIDER PRIOR TO ROUGH-IN.
12.
DATA AND OTHER DEVICES, REFER TO DIAGRAMS
SEE SPEC. 27 1500
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
S
H001H003
H004R001
TYPICAL TRAPEZE CONDUIT RACK
NTS
DIAGRAMTYPICAL RACEWAY SUPPORT METHODS
NTS
DIAGRAM
NTS
TYPICAL ROUGH IN REQUIREMENTSDIAGRAMDEVICE MOUNTING HEIGHTS
NTS
DIAGRAM
200A3P
200A3P
400A3PSPARE
400A3P
1200A3P
TOLAUNDRYBUILDING
TOBUILDING
4142
CULINARYDINNING
TO CULINARYBUILDING
200A3P
TO BUILDING414 AC PANEL
200A3PSPARE
TO WARDENBUILDING
3 SETS
2 WIRE
100A3P
TO BLDG 4141
(4) #1 CU WITH #6 CU GND IN 2" EMT CONDUIT
NO SCALE
ONE-LINE DIAGRAM
RACEWAY 3/4" TO 6"
(TYP.)
ALL THREAD ROD-SIZEAS REQUIRED
(MIN. 3/8")
SIZE AS REQUIRED
NUTS
FLAT WASHER
1/4" STEEL PLATE
NUT
FLAT WASHER
1/4" STEEL PLATE
ALL THREAD RODSIZE AS REQUIRED
STRUCTURAL UNIT
(BEAM, JOIST, SLAB, ETC.)DO NOT SUPPORTFROM BOTTOM CORDOF STEEL TRUSSES.
UNISTRUT CHANNEL -SIZE AS REQUIRED BYWEIGHT SUPPORTED
STRUCTURAL UNIT
CONDUIT HANGER
RACEWAY - 3/4" THRU 6"
ALL THREAD - SIZE AS
REQUIRED (3/8" MINIMUM)
NUTS
FLAT WASHER
1/4" STEEL PLATE
NUT
FLAT WASHER
1/4" STEEL PLATE
ALL THREAD RODSIZE AS REQUIRED
6"
4
OUTLET BOXTYPICAL
12"
48"
16"
12"
6
5
(TYP.)
6
TYP. FOR WOOD AND METAL STUD ROUGH-IN.
PLASTER RINGS NOT SHOWN. COORDINATE RINGDEPTH TO BE FLUSH WITH FINAL FINISHED SURFACE
LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCH. AND MECH. DRAWINGS,AND WITH ALL APPLICABLE SHOP DRAWINGS.
OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUD
SPACE MUST BE SEPARATED BY A MIN. OF 6" HORIZONTAL DISTANCE.
ELECTRICAL BOXES INSTALLED IN FIRE RESISTANT WALLS OR PARTITIONS SHALL
COMPLY WITH IBC 714.3.2 (24" SEPARATION ON OPPOSITE SIDES OR WITH FIRESTOP PUTTY ON EACH BOX.)
INSULATED THROAT EMT CONNECTOR.
CADDY FASTENER, THROUGH STUD CABLE/CONDUIT SUPPORT 'FB12P'.
CADDY BOX MOUNTING BRACKET 'RBS16'.
4
3
2
1
NOTES:
(TYP.)
5
EMT
EMT
EMT
EMT
7
7
EMT
CL
LCADJUSTABLEBAR HANGER
(TYP.)
8
8
FLOOR LINE
16
" M
IN.
48
" M
AX
IMU
M
TYPICAL REFLECTED CEILING
HORN/STROBE
INSTALL SPEAKERS ANDSMOKE DETECTORS INSAME LAY-IN TILE
WHERE DEVICES ARE SHOWN INSAME WALL SPACE, ALIGNVERTICALLY AND HORIZONTALLYAS SHOWN. COORDINATE WITHARCHITECTURAL DRAWINGS &CABINETRY DRAWINGS
96"
TYPICAL WALL SECTION
J
VOLUMECONTROL
WALLPHONE
LIGHTSWITCH
OUTLET DATAOUTLET
FIRE ALARMPULL STATION
JUNCTION BOX
OUTLET
IC
OAKESON
JOSHUA
No. 7707671-2202
GIN
EER
ONA
OF
ESSI
R
UTAH
TE OF
STA
P
L EN
2018 BNA CONSULTING SA
LT L
AK
E
ST.G
EO
RG
ESuite 202St. George, Utah 84770
CONSULTING
P:435.628.3670F:435.628.3680
www.bnaconsulting.com
393 East Riverside Drive
BNA
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
2/1
3/2
020
10:1
3:3
8 P
M
E0.02
SCHEDULES
29 JANUARY 2019
22564.000
For Information Only
LIGHT FIXTURE GENERAL NOTES
LIGHT FIXTURE ABBREVIATION SCHEDULE
1. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPANCIES OF LOCATIONS AND QUANTITIES TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO BIDDING.
2. REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING.
3. REFER TO THE SPECIFICATIONS FOR OTHER LIGHT FIXTURE, FUSING, BALLAST, AND LAMP REQUIREMENTS AND ACCEPTABLE MANUFACTURERS.
4. CONFIRM AVAILABLE MOUNTING DEPTHS OF ALL LIGHT FIXTURES AND COMPARE WITH DEPTHS SHOWN ON SHOP DRAWINGS. BRING ALL POTENTIAL CONFLICT AREAS TO THE ATTENTION OF THE ARCHITECT AND ELECTRICAL ENGINEER PRIOR TO RELEASE.
5. REFER TO LIGHTING PLANS FOR ALL LINEAR FIXTURE LENGTHS. THE CATALOG NUMBER IS BASED ON THE FIXTURE SPECIFIED AND MAY NOT REFLECT THE QUANTITY OR OVERALL LENGTH OF LINEAR FIXTURES REQUIRED. CONTRACTOR TO NOTE THAT VARIOUS FIXTURE LENGTHS MAY BE REQUIRED TO ACHIEVE THE OVERALL RUN LENGTH.
6. REFER TO LIGHTING PLANS FOR ALL UNDERCABINET FIXTURE LENGTHS. THE CATALOG NUMBER IS BASED ON THE FIXTURE SPECIFIED AND MAY NOT REFLECT THE QUANTITY OR OVERALL LENGTH OF THE UNDERCABINET FIXTURES REQUIRED. CONTRACTOR TO NOTE THAT VARIOUS FIXTURE LENGTHS MAY BE REQUIRED TO ACHIEVE THE OVERALL RUN LENGTH OR TO FIT THE WITHIN THE MILLWORK. COORDINATE FIXTURE LAYOUT WITH MILLWORK SHOPDRAWINGS PRIOR TO LIGHTING SUBMITTALS.
7. WHEN A CONTRADICTION EXISTS BETWEEN A SPECIFIC MODEL NUMBER AND THE DESCRIPTION, NOTIFY THE ELECTRICAL ENGINEER AND/OR LIGHTING DESIGNER.
8. PRIOR APPROVALS ARE REQUIRED BEFORE BIDDING THE PROJECT AND SHALL BE SUBMITTED TO THE ELECTRICAL ENGINEER'S OFFICE AT LEAST (8) EIGHT WORKING DAYS BEFORE THE BID. PRIOR APPROVALS RECEIVED AFTER THIS TIME PERIOD SHALL BE REJECTED.
9. REFER TO SPECIFICATIONS 260500, 265100 & 265600 (16001, 16510 & 16551).
10. VALUE ENGINEERING CONDUCTED WITHOUT THE DESIGN TEAM IE; ARCHITECT, OWNER, ENGINEER & LIGHTING CONSULTANT/DESIGNER WILL NOT BEALLOWED, REVIEWED OR APPROVED.
SFBA
CFBAWALL@CLG
CCBA
SCBAA.F.F.
STANDARD FINISH AS SELECTED BY THE ARCHITECT
CUSTOM FINISH AS SELECTED BY THE ARCHITECT
STANDARD PAINTED COLOR AS SELECTED BY THE ARCHITECT
CUSTOM PAINTED COLOR AS SELECTED BY THE ARCHITECT
WALL MOUNT AT CORNER OF WALL AND CEILING
ABOVE FINISH FLOOR
SENSOR GENERAL NOTESTHE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE SENSOR MANUFACTURER FOR PROPER PLACEMENT AND ADJUSTMENT OF OCCUPANCY SENSORS.
EACH ZONE SHALL HAVE COVERAGE BY OCCUPANCY SENSOR SUCH THAT NO BLIND SPOT EXIST.
UPON COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL BE COMPLETELY COMMISSIONED BY THE MANUFACTURER'S FACTORY AUTHORIZED TECHNICIAN WHO WILL VERIFY ALL ADJUSTMENTS AND SENSOR PLACEMENT TO ENSURE A TROUBLE FREE INSTALLATION.
THE LOCATION AND QUANTITIES OF SENSORS SHOWN ON THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE ONLY THE ROOMS WHICH ARE TO BE PROVIDED WITH SENSORS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SENSORS IF REQUIRED TO PROPERLY COVER THE RESPECTIVE ROOM.
NOTES:NOTES:NOTES:NOTES:
1. NON1. NON1. NON1. NON----FUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCHFUSED DISCONNECT SWITCH A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).
2. FUSED DISCONNECT SWITCH2. FUSED DISCONNECT SWITCH2. FUSED DISCONNECT SWITCH2. FUSED DISCONNECT SWITCH B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRINGB. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRINGB. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRINGB. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRING
3. BREAKER IN ENCLOSURE3. BREAKER IN ENCLOSURE3. BREAKER IN ENCLOSURE3. BREAKER IN ENCLOSURE CONNECTION UNDER DIVISION 26(16).CONNECTION UNDER DIVISION 26(16).CONNECTION UNDER DIVISION 26(16).CONNECTION UNDER DIVISION 26(16).
4. MANUAL STARTER W/THERMAL OVERLOAD4. MANUAL STARTER W/THERMAL OVERLOAD4. MANUAL STARTER W/THERMAL OVERLOAD4. MANUAL STARTER W/THERMAL OVERLOAD C. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED ANDC. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED ANDC. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED ANDC. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED AND
5. MAGNETIC STARTER5. MAGNETIC STARTER5. MAGNETIC STARTER5. MAGNETIC STARTER CONNECTED UNDER DIVISION 26(16).CONNECTED UNDER DIVISION 26(16).CONNECTED UNDER DIVISION 26(16).CONNECTED UNDER DIVISION 26(16).
6. MAGNETIC STARTER/NON6. MAGNETIC STARTER/NON6. MAGNETIC STARTER/NON6. MAGNETIC STARTER/NON----FUSED DISCONNECT COMBINATIONFUSED DISCONNECT COMBINATIONFUSED DISCONNECT COMBINATIONFUSED DISCONNECT COMBINATION D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.
7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION
8. MAGNETIC STARTER/BREAKER COMBINATION8. MAGNETIC STARTER/BREAKER COMBINATION8. MAGNETIC STARTER/BREAKER COMBINATION8. MAGNETIC STARTER/BREAKER COMBINATION CB = CIRCUIT BREAKER CB = CIRCUIT BREAKER CB = CIRCUIT BREAKER CB = CIRCUIT BREAKER ---- THERMAL MAGNETICTHERMAL MAGNETICTHERMAL MAGNETICTHERMAL MAGNETIC9. VARIABLE FREQUENCY DRIVE9. VARIABLE FREQUENCY DRIVE9. VARIABLE FREQUENCY DRIVE9. VARIABLE FREQUENCY DRIVE CKW = CHILLER KILOWATTSCKW = CHILLER KILOWATTSCKW = CHILLER KILOWATTSCKW = CHILLER KILOWATTS
10. REDUCED VOLTAGE STARTER10. REDUCED VOLTAGE STARTER10. REDUCED VOLTAGE STARTER10. REDUCED VOLTAGE STARTER
11. DIRECT CONNECTION11. DIRECT CONNECTION11. DIRECT CONNECTION11. DIRECT CONNECTION
12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC.12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC.12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC.12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC. NOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BENOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BENOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BENOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BE13. TWO13. TWO13. TWO13. TWO----SPEED STARTER, COORDINATE W/MOTOR TYPESPEED STARTER, COORDINATE W/MOTOR TYPESPEED STARTER, COORDINATE W/MOTOR TYPESPEED STARTER, COORDINATE W/MOTOR TYPE LARGER THAN PHASE CONDUCTOR.LARGER THAN PHASE CONDUCTOR.LARGER THAN PHASE CONDUCTOR.LARGER THAN PHASE CONDUCTOR.
14. SOLID STATE SOFT STARTER14. SOLID STATE SOFT STARTER14. SOLID STATE SOFT STARTER14. SOLID STATE SOFT STARTER
EQUIPMENT SCHEDULE
UNITUNITUNITUNIT #### DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION
LOADLOADLOADLOAD
VOLVOLVOLVOLTTTT
PH
AS
EP
HA
SE
PH
AS
EP
HA
SE
FU
LL
LO
AD
AM
PS
FU
LL
LO
AD
AM
PS
FU
LL
LO
AD
AM
PS
FU
LL
LO
AD
AM
PS
CO
ND
UIT
S
IZE
CO
ND
UIT
S
IZE
CO
ND
UIT
S
IZE
CO
ND
UIT
S
IZE
WIRESWIRESWIRESWIRES OCPDOCPDOCPDOCPDREFERENCEREFERENCEREFERENCEREFERENCE
NOTESNOTESNOTESNOTES
HP
HP
HP
HP
FL
AF
LA
FL
AF
LA
MC
AM
CA
MC
AM
CA
VA
VA
VA
VA
SE
TS
SE
TS
SE
TS
SE
TS
QT
YQ
TY
QT
YQ
TY
SIZ
ES
IZE
SIZ
ES
IZE
EQ
UIP
. G
ND
.E
QU
IP.
GN
D.
EQ
UIP
. G
ND
.E
QU
IP.
GN
D.
TY
PE
TY
PE
TY
PE
TY
PE
AM
PS
AM
PS
AM
PS
AM
PS
ST
AR
TE
RS
TA
RT
ER
ST
AR
TE
RS
TA
RT
ER
DIS
CO
NN
EC
TD
ISC
ON
NE
CT
DIS
CO
NN
EC
TD
ISC
ON
NE
CT
OT
HE
RO
TH
ER
OT
HE
RO
TH
ER
REMARREMARREMARREMARKSKSKSKS
EF 1 EXHAUST FAN 1.00 208 V 3 4.6 A 3/4" 1 3 12 12 CB 15 A 7A
MAU 1 MAKE-UP AIR UNIT 1.50 208 V 3 6.6 A 3/4" 1 3 12 12 CB 20 A 2A
RCP 1 RE-CIRC PUMP 2 A 0 A 0 VA 120 V 1 2.3 A 3/4" 1 2 12 12 CB 15 A 4A
UH 1 UNIT HEATER 7 A 0 A 0 VA 208 V 1 6.9 A 3/4" 1 2 12 12 CB 20 A 4A
FIXTURE SCHEDULEFIXTURE SCHEDULEFIXTURE SCHEDULEFIXTURE SCHEDULE
Project Manager: JOSH OAKESON
TYPETYPETYPETYPE DESCRIPTIONDESCRIPTIONDESCRIPTIONDESCRIPTION MFR.MFR.MFR.MFR. CATALOG NUMBERCATALOG NUMBERCATALOG NUMBERCATALOG NUMBER VOLTSVOLTSVOLTSVOLTSTOTALTOTALTOTALTOTALWATTSWATTSWATTSWATTS LAMPLAMPLAMPLAMP
A1 1X4 SURFACE MOUNTED FLAT PANEL LED FIXTURE DAY-BRITE 1-FXP-38L-840-4-DS-120-DIM-FSK-14 120 V 46 LED
A2 1X2 SURFACE MOUNTED FLAT PANEL LED FIXTURE DAY-BRITE 1-FXP-38L-840-2-DS-120-DIM-FSK-14 120 V 30 LED
D1 4" DOWN LIGHT OPAL LENS WHITE TRIM, WHITE LOCATION LIGHTOLIER CP4RB07830W 120 V 11 LED
E1 EMERGENCY BATTERY PACK LIGHT FIXTURE, 90 MINUTEBATTERY
CHLORIDE VLLU 120 V 3 LED
WP TRAPEZOID WALL PACK COMPACT LED WITH BATTERY PACK LITHONIA WST-LED-P2-40K-VF-MVOLT-E7WC 120 V 30 LED
1.
2.
3.
4.
400A CULINARY
200A WARDEN BUILDING
200A BUILDING 414
200A BUILDING 4142
200A LAUNDRY BUILDING
400A CULINARYDINNING BUILDING
1. EXISTING SWITCHBOARD IS PICTURED TO THE LEFT. SCOPE IS TO REPLACE EXISTING SWITCHBOARD WITH NEW NEMA 3R SWITCHBOARD. PROVIDE CIRCUIT BREAKERS AS NOTED BELOW. LOCATE CIRCUIT BREAKERS AS TO ALLOW FOR REUSE OF EXISTING CABLE.
2. RECONNECT PANEL TO EXISTING EARTH GROUND SYSTEM.
SWITCHBOARD NOTES
MAIN CIRCUITBREAKER
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
PP
PP
PP
PP
PP
PP'L1'
A2
D1
D1
D1
D1
D1
D1 D1
D1
D1
D1
D1
A1
A1
A1A1
A1
A1A1
A1
A1 A1
A1
A1A1 A1
A1A1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1
L1- 1L1- 1
L1- 1
L1- 1L1- 1
L1- 1
L1- 1 L1- 1 L1- 1
L1- 1L1- 1
L1- 1
L1- 1L1- 1
L1- 1 L1- 1
L1- 1
L1- 1E1
E1
E1L1- 1
L1- 1
A2A1
L1- 1E1
a
b
ab
a
a
a
a
a
b
bb
b
a
a
a
a
a
c
c
c c
c
c
c
c
c
d
d
d
d d
dd
dd
dd
WP
WP
WP
L1- 1L1- 1
E1
L1- 1
E1L1- 1
WPL1- 23
L1- 23
L1- 23
L1- 23
OAKESON
JOSHUA
No. 7707671-2202
GIN
EER
ONA
OF
ESSI
R
UTAH
TE OF
STA
P
L EN
2018 BNA CONSULTING SA
LT L
AK
E
ST.G
EO
RG
ESuite 202St. George, Utah 84770
CONSULTING
P:435.628.3670F:435.628.3680
www.bnaconsulting.com
393 East Riverside Drive
BNA
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
2/1
3/2
020
10:1
3:4
0 P
M
E2.01
LIGHTING PLAN
29 JANUARY 2019
22564.000
For Information Only
SCALE = 1/4" = 1'-0"
LIGHTING PLAN1
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS
F
T
T
'L1'
L1-16
L1-18
L1-4 L1-12
L1-2 L1-10
L1-6 L1-14
L1-8
L1-16
L1-18
L1-18L1-13,15,17
MAU
1
EF
1
UH
1
L1-7,9,11
L1-3,5
WP
WP
L1-16
E2
E2
E2
E2
E2
E2
E2
E3
WP
WPL1-18
L1-16
L1-21 L1-16
L1-19RCP
1
WATER HEATERS
E5
E4
OAKESON
JOSHUA
No. 7707671-2202
GIN
EER
ONA
OF
ESSI
R
UTAH
TE OF
STA
P
L EN
2018 BNA CONSULTING SA
LT L
AK
E
ST.G
EO
RG
ESuite 202St. George, Utah 84770
CONSULTING
P:435.628.3670F:435.628.3680
www.bnaconsulting.com
393 East Riverside Drive
BNA
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
REVISION
PROJECT NUMBERS
DATE
SHEET TITLE
PLO
T
DA
TE
:
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
ISSUE
© 2005 HKS, INC.
CA
MP
WIL
LIA
MS
BU
ILD
ING
41
41
RE
NO
VA
TIO
NS
SHEET NO.
HKS:
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
OWNER
STATE OF UTAHDIVISION OF FACILITIES CONSTRUCTION AND MANAGEMENT 4110 STATE OFFICE BUILDINGSALT LAKE CITY, UTAH 84114
UTAH NATIONAL GUARDCAMP WILLIAMS17800 S 1700 W BLUFFDALE, UT 84065
2/1
3/2
020
10:1
3:4
1 P
M
E3.01
POWER AND SYSTEMS
PLAN
29 JANUARY 2019
22564.000
For Information Only
SHEET KEYNOTESE2 COORDINATE MOUNTING HIEGHT AND LOCATION ARCHITECTURAL ELEVATIONS AND
ARCHITECT/OWNER. PRIOR TO ROUGH-IN.
E3 PROVIDE ELECTRICAL METER AT PANEL FEEDER. PROVIDE VERIS INDUSTRIES H8400.CONNECT METER TO SCHNEIDER ELECTRIC STURXUREWARE (PROVIDED BY OTHERS).
E4 PROVIDE (1) 4' CONDUIT TO TELEPHONE/DATA MANHOLE IN STREET. COORDINATE LOCATIONWITH CAMP WILLIAMS FACILITY PERSONNEL.
E5 EXISTING DISTRIBUTION PANEL. UPGRADE PANEL AS SHOWN ON SHEET E0.02. PROVIDE NEWFEEDER TO PANEL L1.
SCALE = 1/4" = 1'-0"
POWER AND SYSTEMS PLAN1
AIC RATING 22,000 AMPS RMS SYSM.
* PROVIDE 5mA GFCI CIRCUIT BREAKER
Legend: 31 A 35 A 30 A AMPS/PHASEAMPS/PHASEAMPS/PHASEAMPS/PHASE 11508 VA
3703 4183 3623 TOTAL (VA)TOTAL (VA)TOTAL (VA)TOTAL (VA) CONNECTED LOAD TOTAL
41 42
39 40
37 38
35 36
33 34
31 32
SPARE 20 A 1 -- 29 0 VA 0 VA 30 -- 1 20 A SPARE
SPARE 20 A 1 -- 27 0 VA 0 VA 28 -- 1 20 A SPARE
SPARE 20 A 1 -- 25 0 VA 0 VA 26 -- 1 20 A SPARE
EXTERIOR LIGHTING 20 A 1 12 23 120 VA 0 VA 24 -- 1 20 A SPARE
WH-1 WATER HEATERS 20 A 1 12 21 500 VA 0 VA 22 -- 1 20 A SPARE
RCP-1 RE-CIRC PUMP 15 A 1 12 19 276 VA 0 VA 20 -- 1 20 A SPARE
-- -- -- -- 17 793 VA 720 VA 18 12 1 20 A RECEPTACLES
-- -- -- -- 15 793 VA 900 VA 16 12 1 20 A RECEPTACLES
MAU-1 MAKE-UP AIR UNIT 20 A 3 12 13 793 VA 360 VA 14 12 1 20 A RECEPTACLE
-- -- -- -- 11 552 VA 360 VA 12 12 1 20 A RECEPTACLE
-- -- -- -- 9 552 VA 360 VA 10 12 1 20 A RECEPTACLE
EF-1 EXHAUST FAN 15 A 3 12 7 552 VA 360 VA 8 12 1 20 A RECEPTACLE
-- -- -- -- 5 718 VA 360 VA 6 12 1 20 A RECEPTACLE
UH-1 UNIT HEATER 20 A 2 12 3 718 VA 360 VA 4 12 1 20 A RECEPTACLE
LIGHTING 20 A 1 12 1 1002 VA 360 VA 2 12 1 20 A RECEPTACLE
ITEMITEMITEMITEM AMPSAMPSAMPSAMPS POLEPOLEPOLEPOLEWIREWIREWIREWIRESIZESIZESIZESIZE
CIR.CIR.CIR.CIR.NO.NO.NO.NO. AAAA BBBB CCCC AAAA BBBB CCCC
CIR.CIR.CIR.CIR.NO.NO.NO.NO.
WIREWIREWIREWIRESIZESIZESIZESIZE POLEPOLEPOLEPOLE AMPSAMPSAMPSAMPS ITEMITEMITEMITEM
BRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERSBRANCH BREAKERS
SPD
200% NEUTRAL
ISO GROUND
AMP:AMP:AMP:AMP: 100 A DOOR-IN-DOOR
BUSSING:BUSSING:BUSSING:BUSSING: FED FROM:FED FROM:FED FROM:FED FROM: SUBFEED LUGS
MOUNTING:MOUNTING:MOUNTING:MOUNTING: SURFACE LOCATION:LOCATION:LOCATION:LOCATION: MECH 106 MAINS:MAINS:MAINS:MAINS: MLO
PANEL:PANEL:PANEL:PANEL: L1L1L1L1 TYPE:TYPE:TYPE:TYPE: Type 1 VOLTS:VOLTS:VOLTS:VOLTS: 120/208 Wye PHASE:PHASE:PHASE:PHASE: 3 WIRES:WIRES:WIRES:WIRES: 4
PANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULEPANELBOARD SCHEDULE
NO. DESCRIPTION DATE
HKS ARCHITECTS, INC.
SALT LAKE CITY, UTAH 84101
ARCHITECT
90 SOUTH 400 WEST, SUITE 110
ARW ENGINEERS
OGDEN, UTAH 84404
STRUCTURAL ENGINEER
1594 PARK CIRCLE
CA
MP
WIL
LIA
MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
AH
NA
TIO
NA
L G
UA
RD
ST
AT
E O
F U
TA
H D
IVIS
ION
OF F
AC
ILIT
IES
CO
NS
TR
UC
TIO
N A
ND
MA
NA
GE
ME
NT
VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
BU
IL
DIN
G 4
14
1 R
EN
OV
AT
IO
NS