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 2020 CONSTRUCTION DOCUMENTS BUILDING 4141 RENOVATIONS
Transcript
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
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,
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
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):
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.
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
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
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.
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
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
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
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
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
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
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.
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 :
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.
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.
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.
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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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
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MS
BNA CONSULTING
SALT LAKE CITY, UTAH 84111
ELECTRICAL ENGINEER
635 SOUTH STATE STREET
UT
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VAN BOERUM & FRANK
SALT LAKE CITY, UTAH 84111
MECHANICAL ENGINEER
330 SOUTH 300 WEST
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HDU4
(2) 2x
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HDU2
(2) 2x
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HDU2
(2) 2x
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(2) 2x
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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.
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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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
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.
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
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0 1:
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14 FEBRUARY 2020
22564.000
CONSTRUCTIONDOCUMENTS
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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
AutoCAD SHX Text
PS
AutoCAD SHX Text
N
AutoCAD SHX Text
LB/HR.
AutoCAD SHX Text
GPM
AutoCAD SHX Text
3-1" SLOTS
AutoCAD SHX Text
@ 48" 400
AutoCAD SHX Text
W
AutoCAD SHX Text
R
AutoCAD SHX Text
12/12
AutoCAD SHX Text
6
AutoCAD SHX Text
45%%D
AutoCAD SHX Text
D
AutoCAD SHX Text
FD
AutoCAD SHX Text
FSD
AutoCAD SHX Text
SD
AutoCAD SHX Text
OR
AutoCAD SHX Text
8/8
AutoCAD SHX Text
1.25D
AutoCAD SHX Text
AD
AutoCAD SHX Text
12/8 FO
AutoCAD SHX Text
ATC
AutoCAD SHX Text
CF
AutoCAD SHX Text
LATERAL STRAINER WITH BLOW-OFF VALVE, PROVIDE HOSE END WITH CAP WHERE DISCHARGE IS NOT PIPED TO DRAIN
AutoCAD SHX Text
F&T
AutoCAD SHX Text
AW
AutoCAD SHX Text
AV
AutoCAD SHX Text
HP(NAME)
AutoCAD SHX Text
N20
AutoCAD SHX Text
(NAME)
AutoCAD SHX Text
R
AutoCAD SHX Text
SINGLE DUCT AIR TERMINAL BOX VARIABLE OR CONSTANT VOLUME. MIN. 1-1/2 TERMINAL INLET SIZE STRAIGHT DUCT AT TERMINAL INLET.
AutoCAD SHX Text
HEATING OR COOLING COIL IN DUCT
AutoCAD SHX Text
ACCESS PANEL IN DUCT OR PLENUM
AutoCAD SHX Text
ATC DAMPER
AutoCAD SHX Text
SMOKE DAMPER W/ ACCESS PANEL
AutoCAD SHX Text
COMBINATION FIRE/SMOKE DAMPER W/ ACCESS PANEL
AutoCAD SHX Text
FIRE DAMPER IN DUCT, W/ ACCESS PANEL REQD.
AutoCAD SHX Text
MANUAL VOLUME DAMPER
AutoCAD SHX Text
HIGH EFFICIENCY FITTING
AutoCAD SHX Text
TAP ENTRY AREA EQUALS 150% OF BRANCH AREA
AutoCAD SHX Text
BRANCH DUCT SPLIT WITH 6" WIDTH AND MIN. R=WIDTH OF BRANCH DUCT DOWNSTREAM. ELBOW TURNING VANE OPTIONAL.
AutoCAD SHX Text
RECTANGULAR TO ROUND DUCT TRANSFORMATION
AutoCAD SHX Text
RECTANGULAR TO RECTANGULAR OR ROUND TO ROUND DUCT TRANSFORMATION MAXIMUM 15° INCLUDED ANGLEEXCEPT WHERE SHOWN OTHERWISE.
AutoCAD SHX Text
R/W=1. ROUND DUCT SIMILAR TO RECTANGULAR
AutoCAD SHX Text
INCLINED DROP
AutoCAD SHX Text
INCLINED RISE
AutoCAD SHX Text
WITH RESPECT TO AIR FLOW 15°NOMINAL INCLINE WITH RADIUS TURNS=DEPTH OF DUCT.
AutoCAD SHX Text
ROUND DUCT WITH FREE AREA DIMENSIONS SHOWN IN INCHES.
AutoCAD SHX Text
RECTANGULAR DUCT WITH FREE AREA DIMENSIONS SHOWN IN INCHES.
AutoCAD SHX Text
FLAT OVAL DUCT WITH FREE AREA DIMENSIONS SHOWN IN INCHES.
AutoCAD SHX Text
FAN
AutoCAD SHX Text
FLEXIBLE DUCT
AutoCAD SHX Text
FLEXIBLE DUCT CONNECTION
AutoCAD SHX Text
LINEAR DIFFUSER WITH PLENUM AND FLEXIBLE DUCT CONNECTION. NO. OF SLOTS & SIZE OF SLOT ON TOP, ACTIVE LENGTH AND CFM ON BOTTOM
AutoCAD SHX Text
CEILING AIR GRILLE WITH FLEXIBLE DUCT
AutoCAD SHX Text
CEILING SUPPLY DIFFUSER WITH FLEXIBLE DUCT
AutoCAD SHX Text
SIDEWALL EXHAUST OR RETURN REGISTER
AutoCAD SHX Text
SIDEWALL SUPPLY REGISTER
AutoCAD SHX Text
CEILING EXHAUST REGISTER, (BALANCE TO MATCH SUPPLY IF RETURN CFM IS NOT SHOWN)
AutoCAD SHX Text
CEILING RETURN REGISTER
AutoCAD SHX Text
CEILING SUPPLY DIFFUSER
AutoCAD SHX Text
RELIEF AIR OR EXHAUST AIR LOUVER
AutoCAD SHX Text
FRESH AIR LOUVER
AutoCAD SHX Text
TURNING VANES
AutoCAD SHX Text
UNDER FLOOR DUCT
AutoCAD SHX Text
ROUND DUCT - DROP
AutoCAD SHX Text
ROUND DUCT - RISE
AutoCAD SHX Text
NEGATIVE PRESSURE DUCT - DROP
AutoCAD SHX Text
TOP FIGURES INDICATE NECK SIZE. BOTTOM FIGURE INDICATES CFM.
AutoCAD SHX Text
12/8
AutoCAD SHX Text
12%%c
AutoCAD SHX Text
UP
AutoCAD SHX Text
DN
AutoCAD SHX Text
12/12
AutoCAD SHX Text
12%%c
AutoCAD SHX Text
1.5D
AutoCAD SHX Text
D
AutoCAD SHX Text
12%%C
AutoCAD SHX Text
12/12
AutoCAD SHX Text
FLANGE
AutoCAD SHX Text
PRESSURE GAUGE WITH PIGTAIL
AutoCAD SHX Text
PRESSURE GAUGE WITH SHUT-OFF COCK
AutoCAD SHX Text
ANCHOR
AutoCAD SHX Text
DEMOLITION
AutoCAD SHX Text
ALIGNMENT GUIDE
AutoCAD SHX Text
FLEXIBLE EXPANSION JOINT
AutoCAD SHX Text
SOLENOID VALVE
AutoCAD SHX Text
CHEMICAL FEED
AutoCAD SHX Text
HELICOPTER FUEL RETURN
AutoCAD SHX Text
HELICOPTER FUEL SUPPLY
AutoCAD SHX Text
FUEL OIL RETURN
AutoCAD SHX Text
FUEL OIL SUPPLY
AutoCAD SHX Text
HOT GAS
AutoCAD SHX Text
EXISTING PIPING TO BE REMOVED
AutoCAD SHX Text
LIQUIFIED PETROLEUM GAS
AutoCAD SHX Text
GLYCOL PIPING SOLUTION
AutoCAD SHX Text
GLYCOL HEAT RECOVERY PIPING
AutoCAD SHX Text
HEATING HOT WATER RETURN
AutoCAD SHX Text
HEATING HOT WATER SUPPLY
AutoCAD SHX Text
EXISTING PIPING
AutoCAD SHX Text
NATURAL GAS
AutoCAD SHX Text
MAKE UP WATER
AutoCAD SHX Text
BOILER FEED WATER
AutoCAD SHX Text
BOILER BLOW DOWN
AutoCAD SHX Text
HIGH PRESSURE STEAM
AutoCAD SHX Text
MEDIUM PRESSURE STEAM
AutoCAD SHX Text
LOW PRESSURE STEAM
AutoCAD SHX Text
HIGH PRESSURE CONDENSATE
AutoCAD SHX Text
LOW PRESSURE CONDENSATE
AutoCAD SHX Text
HFR
AutoCAD SHX Text
HFS
AutoCAD SHX Text
FOR
AutoCAD SHX Text
FOS
AutoCAD SHX Text
HG
AutoCAD SHX Text
(NAME)
AutoCAD SHX Text
LPG
AutoCAD SHX Text
G(NAME)
AutoCAD SHX Text
GHR
AutoCAD SHX Text
HWR
AutoCAD SHX Text
HWS
AutoCAD SHX Text
E(NAME)
AutoCAD SHX Text
G
AutoCAD SHX Text
MUW
AutoCAD SHX Text
BF
AutoCAD SHX Text
BBD
AutoCAD SHX Text
HPS
AutoCAD SHX Text
MPS
AutoCAD SHX Text
LPS
AutoCAD SHX Text
HPC
AutoCAD SHX Text
LPC
AutoCAD SHX Text
DN
AutoCAD SHX Text
UNION
AutoCAD SHX Text
FLOW METER ORIFICE
AutoCAD SHX Text
FLOW SWITCH
AutoCAD SHX Text
TEMPERATURE AND PRESSURE TEST PORT
AutoCAD SHX Text
PRESSURE SWITCH
AutoCAD SHX Text
PRESSURE REDUCING, SELF CONTAINED VALVE
AutoCAD SHX Text
PRESSURE REDUCING, EXTERNAL PRESSURE VALVE
AutoCAD SHX Text
BALL VALVE (PIPE SIZES 2" AND SMALLER) BUTTERFLY VALVE (PIPE SIZES 2-1/2" AND LARGER)
AutoCAD SHX Text
CHECK VALVE
AutoCAD SHX Text
MOTOR OPERATED BUTTERFLY VALVE
AutoCAD SHX Text
GAS COCK
AutoCAD SHX Text
RELIEF VALVE
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
ATC VALVE - 2 WAY
AutoCAD SHX Text
ATC VALVE - 3 WAY
AutoCAD SHX Text
GLOBE VALVE
AutoCAD SHX Text
CALIBRATED BALANCING VALVE WITH GPM INDICATED
AutoCAD SHX Text
SHUT-OFF COCK FOR USE WITH PRESSURE GAUGE
AutoCAD SHX Text
FLOW METER
AutoCAD SHX Text
90° ELBOW
AutoCAD SHX Text
45° ELBOW
AutoCAD SHX Text
THERMOMETER - TEMP RANGE AS INDICATED
AutoCAD SHX Text
NIGHT THERMOSTAT
AutoCAD SHX Text
STEAM TRAP, F&T=FLOAT & THERMOSTATIC
AutoCAD SHX Text
B=BUCKET, T=THERMOSTATIC
AutoCAD SHX Text
ARROW INDICATES DIRECTION OF FLOW IN PIPE
AutoCAD SHX Text
LEADER INDICATES DOWNWARD SLOPE
AutoCAD SHX Text
RISER - DOWN (ELBOW)
AutoCAD SHX Text
RISER - UP (ELBOW)
AutoCAD SHX Text
BRANCH - SIDE CONNECTION
AutoCAD SHX Text
CLEAN-OUT
AutoCAD SHX Text
FLOOR CLEAN-OUT OR CLEAN-OUT TO GRADE
AutoCAD SHX Text
VENT THRU ROOF
AutoCAD SHX Text
DOMESTIC COLD WATER (DCW)
AutoCAD SHX Text
DOMESTIC HOT WATER (DHW)
AutoCAD SHX Text
DOMESTIC HOT WATER RETURN (DHWR)
AutoCAD SHX Text
PLUMBING FIXTURES
AutoCAD SHX Text
POINT OF CONNECTION
AutoCAD SHX Text
SECTION TAG - TOP FIGURE IS SECTION NO. BOTTOM FIGURE IS SHEET NO.
AutoCAD SHX Text
DETAIL TAG - TOP FIGURE IS DETAIL NO. BOTTOM FIGURE IS SHEET NO.
AutoCAD SHX Text
EQUIPMENT IDENTIFICATION
AutoCAD SHX Text
KEYED NOTE IDENTIFICATION
AutoCAD SHX Text
ACID WASTE
AutoCAD SHX Text
ACID VENT
AutoCAD SHX Text
HIGH PRESSURE DOMESTIC WATER
AutoCAD SHX Text
MEDICAL OXYGEN
AutoCAD SHX Text
MEDICAL AIR
AutoCAD SHX Text
MEDICAL AIR AT PRESSURE INDICATED
AutoCAD SHX Text
MEDICAL VACUUM
AutoCAD SHX Text
NITROGEN
AutoCAD SHX Text
NITROUS OXIDE
AutoCAD SHX Text
CARBON DIOXIDE
AutoCAD SHX Text
COMPRESSED AIR
AutoCAD SHX Text
LAB AIR
AutoCAD SHX Text
LAB VACUUM
AutoCAD SHX Text
BRINE
AutoCAD SHX Text
FIXTURE FROM LEVEL ABOVE
AutoCAD SHX Text
P-1
AutoCAD SHX Text
EF
AutoCAD SHX Text
1
AutoCAD SHX Text
OX
AutoCAD SHX Text
MA
AutoCAD SHX Text
MA 120
AutoCAD SHX Text
MV
AutoCAD SHX Text
N
AutoCAD SHX Text
C02
AutoCAD SHX Text
CA
AutoCAD SHX Text
LA
AutoCAD SHX Text
LV
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
M-101
AutoCAD SHX Text
A
AutoCAD SHX Text
M101
AutoCAD SHX Text
CONDENSER WATER RETURN
AutoCAD SHX Text
CONDENSER WATER SUPPLY
AutoCAD SHX Text
CHILLED WATER RETURN
AutoCAD SHX Text
CHILLED WATER SUPPLY
AutoCAD SHX Text
CR
AutoCAD SHX Text
CS
AutoCAD SHX Text
CHWR
AutoCAD SHX Text
CHWS
AutoCAD SHX Text
INSTRUMENT AIR
AutoCAD SHX Text
INSTRUMENT AIR AT PRESSURE INDICATED
AutoCAD SHX Text
IA
AutoCAD SHX Text
IA 120
AutoCAD SHX Text
MEDIUM PRESSURE CONDENSATE
AutoCAD SHX Text
MPC
AutoCAD SHX Text
BRANCH - BOTTOM CONNECTION
AutoCAD SHX Text
BRANCH - TOP CONNECTION
AutoCAD SHX Text
FLOOR SINK
AutoCAD SHX Text
FLOOR DRAIN
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AIR VENT-MANUAL
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AIR VENT-AUTO
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REDUCER
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HOSE BIBB
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PIPE CAP
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SWITCH
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THERMOSTAT
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SENSOR
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ROOF DRAIN
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DOWNSPOUT NOZZLE
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INLINE PUMP
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INLINE PUMP
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WATER HAMMER ARRESTOR
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CONCENTRIC REDUCER
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ECCENTRIC REDUCER
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CEILING RETURN AIR GRILLE W/ SOUND BOOT
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BDD
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BACK DRAFT DAMPER
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POSITIVE PRESSURE DUCT - RISE
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POSITIVE PRESSURE DUCT - DROP
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NEGATIVE PRESSURE DUCT - RISE
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1-WAY BLOW PATTERN
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2-WAY BLOW PATTERN
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2-WAY BLOW PATTERN
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3-WAY BLOW PATTERN
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4-WAY BLOW PATTERN
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DUCT SMOKE DETECTOR
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UNIT HEATER
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SW
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OX 120
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REFRIGERANT SUCTION
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REFRIGERANT LIQUID
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PUMPED CONDENSATE
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VACUUM
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RS
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RL
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V
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ROOF DRAIN
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ROOF DRAIN OVERFLOW
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SEWER (BELOW GRADE)
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SEWER (ABOVE GRADE)
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VENT (SEWER)
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SOFT DOMESTIC WATER (SW)
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REVERSE OSMOSIS WATER RETURN
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MEDICAL OXYGEN AT PRESSURE INDICATED
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RDO
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RD
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ROR
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FCO
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COTG
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GATE VALVE - NON RISING STEM
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ANGLE VALVE
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BALANCING COCK
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VALVE IN RISE
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FILL PORT
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DRAIN PAN AND P-TRAP
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RISE OR DROP
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DI
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DEIONIZED WATER SUPPLY
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DEIONIZED WATER RETURN
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DIR
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RO
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REVERSE OSMOSIS WATER SUPPLY
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FUEL OIL VENT
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FOV
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REDUCED PRESSURE BACKFLOW PREVENTOR W/ DRAIN PAN
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LUBRICATED PLUG COCK
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THERMOSTATIC MIXING VALVE
1 2
B
A
SHOWER102
HSK101
WASH103
UTILITY SINK104
TOILET105
MECH106
HSK107
T
EF1
12"Ø310 (5)
12"Ø350 (2)
20/20 16/16
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MAINTENANCECLEARANCE
24/201450 (2)
20/20
14"Ø450 (2)
16/16
14"Ø500
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UH1
16/16HOUSEKEEPING
PAD
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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.
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
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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
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
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.
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MAU
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O.A. FACTORY HOOD
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PROVIDE RESILIENT CAULKING (TYPICAL)
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SEE FLOOR PLANS FOR DUCT SIZES
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TRANSITION DUCTS AS REQUIRED (TYP.)
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42" HIGH, HORIZONTAL SIDE RETURN TYPE FACTORY INSULATED EQUIPMENT STAND.
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COORDINATE EXACT LOCATION OF STAND WITH ARCHITECT / OWNER.
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
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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
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EXISTING 6-INCH WASTE SERVING BUILDING 4140. FIELD VERIFY EXACT SIZE & LOCATION.
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WYOMING AVE.
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EXISTING 8"WASTE
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2
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SS-1
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SH-1
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U-1
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U-1
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U-1
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U-1
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U-1
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L-1
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L-1
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SH-1
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SH-1
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SH-1
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SH-1
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SH-1
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SH-1
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SH-1
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SH-1
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SH-1
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4"WASTE
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I.E. 97.1'
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4"
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F.F.E. 100'-0"
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4"
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WCO
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WCO
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WCO
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FD-2
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FD-2
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WC-1
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WC-1
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WC-1
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WC-1
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WC-1
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U-1
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U-1
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FCO
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WC-1
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WC-1
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WC-1
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WC-1
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FD-1
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4" VTRVTR
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4" VTRVTR
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FD-1
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FD-1
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FD-1
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FD-1
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FD-1
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FD-1
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FD-1
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SD
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%%UCOTG
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L-1
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L-1
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L-1
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L-1
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L-1
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L-1
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2"
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S-1
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FD-1
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WCO
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WCO
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WCO
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U-1
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U-1
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U-1
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FD-2
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WC-1
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2"
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2"
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G
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DHWR
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HB-1
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DCW
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DHW
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(9)
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1"
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WM
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WM-1
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2-1/2"DCW
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VERTICAL PRV, SEE PLUMBING DETAILS.
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GM
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GM-1
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EXISTING 2-1/2"DCW BELOW GRADE
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MECHANICAL EQUIPMENT, SEE MECHANICAL PLANS
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WH-199
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1. DOMESTIC COLD WATER, DOMESTIC HOT WATER & DOMESTIC COLD WATER, DOMESTIC HOT WATER & DOMESTIC HOT WATER RE-CIRCULATION PIPING UP TO ABOVE CEILING. 2. FIELD VERIFY EXISTING WASTE FROM BUILDING 4141 TIES FIELD VERIFY EXISTING WASTE FROM BUILDING 4141 TIES INTO EXISTING 6-INCH WASTE SERVING BARRACKS 4140. IF SO, CONNECT NEW 4-INCH WASTE TO EXISTING 6-INCH WASTE SERVING BUILDING 4140. IF NOT, ROUTE NEW 4-INCH WASTE TO POINT OF CONNECTION AT STREET, AS SHOWN ON PLANS. IF REQUIRED, FIELD VERIFY EXACT LOCATION OF EXISTING 8-INCH MAIN AT STREET. FIELD VERIFY LOCATION AND DEPTHS OF OTHER EXISTING UTILITIES PRIOR TO EXCAVATION. 3. PROVIDE GAS SHUT-OFF VALVE AND PRESSURE PROVIDE GAS SHUT-OFF VALVE AND PRESSURE REGULATOR AT MECHANICAL EQUIPMENT CONNECTION. VERIFY REQUIREMENTS, PRESSURE AND PIPE SIZE WITH MANUFACTURER'S SPECIFICATION AND INSTRUCTIONS. 4. DOMESTIC WATER PIPING DOWN IN FURRED WALL. ROUTE DOMESTIC WATER PIPING DOWN IN FURRED WALL. ROUTE WATER PIPING ON THE INSIDE OF EXTERIOR WALL INSULATION. 5. PROVIDE AND INSTALL 2 PSI, 1070 CFH GAS METER, PROVIDE AND INSTALL 2 PSI, 1070 CFH GAS METER, SEE PLUMBING DETAILS & PLUMBING FIXTURE SCHEDULE. FIELD VERIFY GAS INLET PRESSURE IS MAXIMUM 100 PSI. IF HIGHER, INFORM ARCHITECT / ENGINEER AND AWAIT RESOLUTION PRIOR TO WORK PROGRESSING. 6. INSTALL NEW WATER METER IN ACCESSIBLE LOCATION INSTALL NEW WATER METER IN ACCESSIBLE LOCATION BELOW CEILING OF MECHANICAL ROOM. WATER METER TO BE INTEGRATED WITH CAMPUS UTILITY USAGE MONITORING SYSTEM. 7. DOMESTIC HOT WATER DOWN IN WALL FOR SERVICE TO DOMESTIC HOT WATER DOWN IN WALL FOR SERVICE TO PUBLIC LAV(S) THEN BACK UP TO ABOVE CEILING. 8. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, DUCT SIZES, PIPE SIZES, LOCATIONS AND CONDITIONS PRIOR TO BEGINNING ANY WORK OR PURCHASING ANY SUPPLIES OR EQUIPMENT. IF ANY DISCREPANCIES, ERRORS, CONFLICTS OR CONCERNS ARE UNCOVERED THEY SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER FOR RESOLUTION PRIOR TO ANY WORK PROGRESSING. 9. 2-INCH DCW AND 2-INCH DHW DOWN FOR CONNECTION 2-INCH DCW AND 2-INCH DHW DOWN FOR CONNECTION TO HOT WATER HEATER. SEE GAS FIRED HOT WATER HEATER DETAIL. PROVIDE SHUT-OFF VALVE AND GAS PRESSURE REGULATOR AT EQUIPMENT GAS CONNECTION. 10. PROVIDE SHUT-OFF VALVE AND DRAIN VALVE FOR PROVIDE SHUT-OFF VALVE AND DRAIN VALVE FOR WINTERIZING MAU EVAPORATIVE COIL. IF REQUIRED, PROVIDE ARCHITECT APPROVED ACCESS PANEL. 11. CAP 3/4-INCH GAS STUB-OUT FOR FUTURE CAP 3/4-INCH GAS STUB-OUT FOR FUTURE CONNECTION TO ADDITIONAL WATER HEATER. 12. EXISTING UTILITIES ROUTED PARALLEL TO AND BELOW EXISTING UTILITIES ROUTED PARALLEL TO AND BELOW STREET. IF REQUIRED, VERIFY EXACT LOCATION WITH BLUE STAKES BEFORE DIGGING.
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.
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
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'.
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.
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
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.
