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ENGINEERING CONSULTANTS
STRUCTURAL
634 SOUTH 400 WEST SUITE 100SALT LAKE CITY, UTAH 84101
(801) 466-1699
CALDER RICHARDS STRUCTURAL ENGINEERS
MECHANICAL / PLUMBING
14 EAST 2700 SOUTHSALT LAKE CITY, UTAH 84115
(801) 486-4646
OLSEN & PETERSON CONSULTING ENGINEERS, INC.
ELECTRICAL
635 SOUTH STATE STREETSALT LAKE CITY, UTAH 84111
(801) 532-2196
BNA CONSULTING
A R C H I T E C T U R ECURTIS MINER
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
32:3
0 P
M
BIM
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
COVER SHEET CVR
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SUNRISE ELEMENTARY OFFICE REMODEL1542 E. 11245 S.
SANDY, UT 8409224 JAN, 2019
ARCHITECTURALA001 CODE COMPLIANCE & SYMBOL LEGNEDS
A002 LIFE SAFETY PLAN
A003 FIRE PENETRATIONS AND JOINT DETAILS
A004 ACCESSIBILITY COMPLIANCE
A010 DEMO PLAN
A100 OVERALL FLOOR PLAN
A101 FLOOR PLANS
A102 FURNISHING PLAN
A103 REFLECTED CEILING AND ROOF PLAN
A104 CEILING AND ROOF DETAILS
A201 EXTERIOR ELEVATIONS
A251 INTERIOR ELEVATIONS
A252 INTERIOR ELEVATIONS
A301 BUILDING SECTIONS
A551 MILLWORK DETAILS
A601 DOOR AND WINDOWS
A602 DOOR & WINDOW DETAILS
A701 MISCELLANEOUS DETAILS
STRUCTURALS001 STRUCTURAL NOTES
S002 STRUCTURAL NOTES
S101 FOOTING & FOUNDATION PLAN
S102 ROOF FRAMING PLAN
S501 STRUCTURAL DETAILS
MECHANICALM011 MECHANICAL DEMOLITOIN PLAN
M101 MECHAINCAL FLOOR PLAN
M501 MECHANICAL SCHEDULES AND DETAILS
ELECTRICALE001 SYMBOLS, SCHEDULES AND NOTES
E002 SCHEDULES
E111 ELECTRICAL DEMOLITION PLAN
E201 LIGHTING PLAN
E301 POWER PLAN
E401 SYSTEMS PLAN
E501 PANELBOARD SCHEDULES
E601 ELECTRICAL DIAGRAMS
E602 ELECTRICAL DIAGRAMS
ET001 SYMBOLS, SCHEDULES AND NOTES
ET401 INTERCOM PLAN
ET601 AUDIO VISUAL DIAGRAMS
INDEX OF DRAWINGS
PLUMBINGP011 PLUMBING DEMOLITION PLAN
P101 PLUMBING FLOOR PLAN
P501 PLUMBING SCHEDULES AND DETAILS
DESIGN CRITERIA
BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE.2015 INTERNATIONAL EXISTING BUILDING CODE.2015 INTERNATIONAL FIRE CODE.2015 INTERNATIONAL MECHANICAL CODE.2015 INTERNATIONAL PLUMBING CODE.2014 NATIONAL ELECTRICAL CODE.ASHRAE 90.1 (2016 STANDARD)ICC 117.1 -2009UTAH STATE CODE AMENDMENTS, EFFECTIVE 1 JULY 2016
OCCUPANCY CLASSIFICATION: E (EDUCATION)
TYPE OF CONSTRUCTION: II-B
FIRE SEPARATIONS: EXISTING 2 HOUR WALLS SHALL REMAIN, MODIFICATIONS TO THESE WALLS HAPPEN AT THE MAIN ENTRY.
MINIMUM ROOF CLASSIFICATION: A (IBC TABLE 1505.1).
SIGNAGE: TO BE PROVIDED IN ACCORDANCE WITH IBC 1013.4 AND 1111.
ACCESSIBILITY: ACCESSIBILITY (IBC CHAPTER 11 AND ICC A117.1-2009).
FIRE ALARM: REQUIRED. (IBC 907.2.3).FIRE RESISTIVE REQUIREMENTS (IBC TABLE 601).FLAME-SPREAD CLASSIFICATIONS (IBC TABLE 803.11)
ADDITIONAL REQUIREMENTS: ONE 2A10BC FIRE EXTINGUISHER FOR EVERY 3,000 S.F.
SPECIAL INSPECTIONS
SPECIAL INSPECTIONS SHALL BE PROVIDED BY THE OWNER IN ACCORDANCE WITH 2015 INTERNATIONAL BUILDING CODE CHAPTER 17.
THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE OWNER, THE BUILDING OFFICIAL, THE ARCHITECT OF RECORD, THE ENGINEER OF RECORD, AND TO THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.
THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT DOCUMENTING THAT THE SPECIAL INSPECTION WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE 2015 INTERNATIONAL BUILDING CODE.
SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: ENGINEERED FILL; CONCRETE; REINFORCING FOR POURED-IN-PLACE CONCRETE ABOVE GRADE; REINFORCED MASONRY (IMMEDIATELY PRIOR TO AND DURING GROUTING); BOLTED CONNECTIONS; FIELD WELDING OF STRUCTURAL ROOF DIAPHRAGMS; ALL OTHER FIELD WELDING; ULTRASONIC OR MAGNETIC TESTING OF ALL STRUCTURAL MOMENT FRAME WELDS; SUSPENDED CEILING SYSTEMS AND THEIR ANCHORAGE.
DIMENSION NOTES
1. ALL PLAN DIMENSIONS, UNLESS OTHERWISE NOTED, ARE TO:A. COLUMN GRID ON CENTERLINES.B. THE OUTER FACE OF CONCRETE OR MASONRY.C. THE CENTERLINE OF WALL.
2. DOOR LOCATIONS NOT DIMENSIONED ARE:A. JAMB FACE 4" FROM FACE OF STUD.B. CENTERLINE OF DOOR ON CENTERLINE OF DOOR OR
CORRIDOR.
3. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS.
4. "FLOOR LINE" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS.
5. VERIFY ALL ROUGH-IN, CONCRETE PAD, OR PLATFORM DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS.
6. FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR GYPCRETE, UNLESS NOTED OTHERWISE.
7. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS NOTED OTHERWISE.
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:0
9 P
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
CODE COMPLIANCE & SYMBOL
LEGNEDS A001
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SHEET NOTE
XGLAZING
XWALL TYPES
XWINDOW
XXXDOOR
X'-XX"X
CEILING TAG
AXXX XX
XX
XX
XX
XXAXXX
XX
AXXX
DETAIL NUMBER
SHEET ON WHICHDETAIL OCCURS
DETAIL
NUMBER
SHEET ON WHICHSECTION OCCURS
WALL SECTION
ELEVATION
SHEET ON WHICHELEVATION OCCURS
MATCHLINE
SEE DWGMATCHLINE
ADA CLEAR DISTANCE
ADA CLEAR DISTANCE
WORK POINT OR ELEV. BENCH
MARK
GRID LINES
XX
AXXX
AXXX
XX
XX
AXXX
NUMBER
SHEET ON WHICHSECTION OCCURS
OVERALL BUILDING SECTION
ELEVATION NUMBER
SHEET ON WHICHELEVATION OCCURS
ELEVATION
A
1
MATERIALS LEGEND
EARTH
GRAVEL
CONCRETE
RIGID INSULATION
CONCRETE MASONRY
UNIT
STEEL DECK
WOOD BLOCKING
CONTINUOUS WOOD
MEMBER
METAL
WOOD STUD WALLS
CONTINUOUS METAL STUD
BATT INSULATION
FINISHED WOOD MEMBER
GLASS
XX
SYMBOL LEGEND
SYMBOL LEGEND
SEPARATION LEGEND
TWO-HOUR FIRE SEPARATION
ONE-HOUR FIRE WALL
2
A
B
A002D4
2
2
1
1
AA
BB
CO
MM
ON
PA
TH
TR
AV
EL =
111'
1.20
1.40 1.38
1.38
1.39
1.38
MTL. STUD
CMU
1.18
1.18
A602A2
GENERAL NOTES
A. FILL VOIDS BETWEEN SEPARATION WALLS AND ROOF DECK WITH PRE-FORMED MINERAL WOOL OR SOLID GROUT. SEE WALL TYPES AND SECTIONS FOR TYPICAL DETAILS.
B. THIS PROJECT SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF THE FOLLOWING STANDARDS AND AMENDMENTS TO THEM AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
1. 2015 NEC (NATIONAL ELECTRICAL CODE)
2. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)
3. UL (UNDERWRITERS LABORATORIES, INC.)4. NEMA (NATIONAL ELECTRICAL MANUFACTURER’S ASSOC.)
5. IBC 2015 (INTERNATIONAL BUILDING CODE)
6. IFC (INTERNATIONAL FIRE CODE)7. ASHRAE 90.18. STATE AND LOCAL BUILDING AUTHORITY AND CODES
C. REFER TO SPECIFICATION SECTION 078413-7 THRU 078413-10 FOR PENETRATION AND FIRE STOPPING REQUIREMENTS.
2 HOUR FIRE ASSEMBLY
GA FILE NO. ASW 1105 GENERIC 2 HOUR FIRE 50 TO 54 STC SOUND
GYPSUM WALLBOARD, STEEL STUDS
BASE LAYER 1/2" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE OF 2-1/2", 18 NIL (25 GA.) STEEL STUDS 24" O.C. WITH 1" TYPE 'S' DRYWALL SCREWS 24" O.C.
FACE LAYER 1/2" TYPE 'X' GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO EACH SIDE WITH 1-5/8" TYPE 'S' DRYWALL SCREWS 12" O.C.
JOINTS STAGGERED 24" EACH LAYER AND SIDE. SOUND TESTED WITH 1-1/2" MINERAL FIBER INSULATION IN STUD SPACE. (NLB)
THICKNESS: 4-1/2"APPROX. WEIGHT: 9 PSFFIRE TEST: UC, 9-7-64SOUND TEST: CK 654-40, 9-7-65
4 1
/2"
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:1
3 P
M
BIM
360
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
LIFE SAFETY PLAN A002
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
3/64" = 1'-0"A002D1OVERALL LIFE SAFETY PLAN
SCALE:
3/16" = 1'-0"A002D4ENLARGED LIFE SAFETY PLAN
SHEET NOTES1.18 MODIFY EXISTING WALL TO BE A 2-HR WALL. ALL MODIFICATIONS TO HAPPEN ON
THE "SCOPE" SIDE OF WALL.
1.20 BRACKET MOUNTED FIRE EXTINGUISHER.
1.38 NEW 2-HR WALL ASSEMBLY.
1.39 NEW 90 MIN. RATED DOOR ASSEMBLY.
1.40 CONTRACTOR TO FIELD VERIFY EXISTING 2-HR WALL. WALL TO REMAIN. AFTERDEMO, WALL TO BE ADJUSTED, PATCHED, AND REPAIRED TO CREATE ANDMAINTAIN 2-HR RATING.
N
FIRE RESISTANT PENETRATION = UL SYSTEM CAJ5030 TYPICAL WHERE OCCURS
METAL PIPE
PIPE INSULATION
3M FIRE BARRIER CS-195+ COMPOSITE SHEET
CONCRETE FLOOR
3M FIRE BARRIERFS-195+ WRAP/STRIP
FIRE RESISTANT PENETRATION = UL SYSTEM CAJ7013 TYPICAL WHERE OCCURS
3M FIRE BARRIER 2000+ SILICONE CAULK
STEEL AIR DUCT
3M FIREMASTER DUCT WRAP
MINERAL WOOL PACKING
CONCRETE FLOOR
3" OVERLAP WITH STEEL BANDING
FIRE RESISTANT PENETRATION = UL SYSTEM FA2002 TYPICAL WHERE OCCURS
PVC PIPE
3M FIRE BARRIERCS-195+ COMPOSITE SHEET
CONCRETE OVERSTEEL DECK
STEEL HOSE CLAMP
3M FIRE BARRIER RC-1 RESTRICTING COLLAR
3M FIRE BARRIERFS-195+ WRAP/STRIP
FIRE RESISTANT PENETRATION = UL SYSTEM WJ2029 TYPICAL WHERE OCCURS
RATED CONCRETEOR BLOCK WALL
PACKING MATERIAL (OPTIONAL)
3M FIRE BARRIER CP25WB+ CAULK ORMOLDABLE PUTTY+
PLASTIC PIPE
RATED CONCRETE OR BLOCK WALL
MINERAL WOOL PACKING
3M FIRE BARRIER CP 25WB+ CAULK
PIPE INSULATION
METAL PIPE
3M FIRE BARRIER CP 25WB+ CAULK
FIRE RESISTANT PENETRATION = UL SYSTEM WJ5014 TYPICAL WHERE OCCURS
3M FIRE BARRIER CP 25WP+ CAULK OR MOLDABLE PUTTY+
STEEL PIPE OR CONDUIT
1 OR 2 HOUR FIRE RATED WALL ASSEMBLY
FIRE RESISTANT PENETRATION = UL SYSTEM WL1001 TYPICAL WHERE OCCURS
A
A
SECTION A
FLUTED STEEL AND CONCRETE DECK
MINERAL WOOL PACKING
1" DEFLECTION GAP
3M FIREDAM SPRAY
METAL STUD DEFLECTION CHANNEL
FIRE RATED GYPSUM WALL BOARD ASSEMBLY
FIRE RESISTANT JOINT = UL SYSTEM HWD0031 TYPICAL WHERE OCCURS
2 HOUR FIRE RATED WALL ASSEMBLY
FIRE RESISTANT PENETRATION = UL SYSTEM WL3001 TYPICAL WHERE OCCURS
INSULATED CABLE
3M FIRE BARRIER CP 25WP+ CAULK OR MOLDABLE PUTTY+
AS
SE
MB
LY
FLO
OR
/CE
ILIN
G
METAL PIPE, CONDUIT, OR TUBING
FIRE RESISTANT PENETRATION = UL SYSTEM FC1002 TYPICAL WHERE OCCURS
3M FIRE BARRIER CP 25WB+ CAULK
3M FIRE BARRIER CP 25WB+ CAULK
2 HOUR FIRE RATED WALL ASSEMBLY
FIRE RESISTANT PENETRATION = UL SYSTEM WL1073 TYPICAL WHERE OCCURS
3M FIRE BARRIER CP 25WB+ CAULK
METAL PIPE OR CONDUIT
PACKING MATERIAL
STEEL SLEEVE
FIRE RESISTANT PENETRATION = UL SYSTEM WL2003 TYPICAL WHERE OCCURS
1 OR 2 HOUR FIRE RATED WALL ASSEMBLY
PLASTIC PIPE
3M FIRE BARRIER FS-195+ WRAP/STRIP
AS
SE
MB
LY
FLO
OR
/CE
ILIN
G
PLASTIC PIPE
FIRE RESISTANT PENETRATION = UL SYSTEM FC2115 TYPICAL WHERE OCCURS
3M FIRE BARRIER CP 25WB+ CAULK
3M FIRE BARRIER RC-1 RESTRICTING COLLAR
3M FIRE BARRIER FS-195+ WRAP/STRIP OR 3M INTERAM ULTRA GS
3M FOIL TAPE
STEEL SUPPORT ANGLES
FIRE RESISTANT PENETRATION = UL SYSTEM WL7008 TYPICAL WHERE OCCURS
BACKER ROD
3M FIRE BARRIER CP 25WP+ CAULK
SHEET METAL SCREWS
RECTANGULAR HVAC DUCT
1 OR 2 HOUR FIRE RATED WALL ASSEMBLY
1 OR 2 HOUR FIRE RATED WALL ASSEMBLY
FIRE RESISTANT PENETRATION = UL SYSTEM WL3030 TYPICAL WHERE OCCURS
INSULATED CABLE
3M FIRE BARRIER FS-195+ WRAP/STRIP
GENERAL NOTES
A. FILL VOIDS BETWEEN SEPARATION WALLS AND ROOF DECK WITH PRE-FORMED MINERAL WOOL OR SOLID GROUT. SEE WALL TYPES AND SECTIONS FOR TYPICAL DETAILS.
B. THIS PROJECT SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF THE FOLLOWING STANDARDS AND AMENDMENTS TO THEM AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
1. 2015 NEC (NATIONAL ELECTRICAL CODE)
2. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION)
3. UL (UNDERWRITERS LABORATORIES, INC.)4. NEMA (NATIONAL ELECTRICAL MANUFACTURER’S ASSOC.)
5. IBC 2015 (INTERNATIONAL BUILDING CODE)
6. IFC (INTERNATIONAL FIRE CODE)7. ASHRAE 90.18. STATE AND LOCAL BUILDING AUTHORITY AND CODES
C. REFER TO SPECIFICATION SECTION 078413-7 THRU 078413-10 FOR PENETRATION AND FIRE STOPPING REQUIREMENTS.
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:1
5 P
M
BIM
360
://S
unris
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enta
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Upg
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/Sun
rise
Ele
men
tary
Offi
ce U
pgra
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
FIRE PENETRATIONS AND JOINT
DETAILS A003
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
3/4" = 1'-0"A003C2FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003E3FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003E2FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003A3FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003B2FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003D2FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003D3FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003A4FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003D4FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003B3FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003B4FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003E4FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003C3FIRE PENETRATION
SCALE:
3/4" = 1'-0"A003C4FIRE PENETRATION
GRAB BAR STANDARDBLOCKING @ TOILET(TYP)
GRAB BAR STANDARDBLOCKING @ SHOWER (TYP)
3'-4
"
10"
3'-6"MAX1'-0"
3'-4"
MIN4"
TYP
2'-1
0"
10"
6" 3'-0"
MIN4"
TYP
2'-1
0"
1'-8
"1'
-0" 6" 2'-0" MIN
4"
TYP
2'-1
0"
10"
2'-0" 6"
MIN4"
TYP
2'-1
0"
10"
2'-9" 3"
1'-4
"
TOILETPAPERDISPENSER
GRAB BARADJACENTTO TOILET(ADA)
GRAB BARBEHINDTOILET(ADA)
WRAP ALLPIPING BELOWVANITY TOP
TOP CLEARANCE
VANITY TOP (ADA)
8"2'-0
"3'-4
"1'
-6"
3'-4"
3'-6"
MAX
1'-0"
2'-1
0"
1'-6"
6" 3'-0"
1'-6
"2'
-10"
MAX
2'-1"
11"
9"
MIN
1'-6
"
MIN
2'-3
"
MA
X
2'-1
0"8"
1'-5
"
(ADA)URINAL
2'-0
"
URINALMIRRORSURFACEMOUNTED(ADA)
PAPERTOWELDISPENSER
CLOTHESHOOK(ADA)
SOAPDISPENSER
ADA TACTILESIGNAGE
DUPLEXOUTLET
DUPLEXOUTLET
SWITCH THERMOSTAT FIREEXTINGUISHER
MA
X
4'-0
"
MA
X
4'-0
"
16"
MIN
MA
X
5'-0
"
3'-4
"
4'-0
"
3'-4
"
MIN
2'-0"
3'-4
"3'
-0"
SEAT COVER DISPENSER (ADA)
2'-0
" 3'-4
"
SEAT COVER DISPENSER
2'-4
"
SANITIZED NAPKIN DISPOSAL
MIN
4'-0
"
CONTROL PANEL
B
2
4
6
8
"
*1
S
3
5
7
*
MIN
2'-1
1" MA
X
4'-0
"
MA
X
2'-3
"
ELECTRICWATERCOOLER(ADA)
ELECTRICWATER COOLER(CHILDREN)
TOECLEARANCE
2'-1
0"
15" MIN
MA
X
3'-0
"
MIN
2'-3
"
1'-6
"
9"
11"
8"
2'-4
"
15" MIN
MA
X
2'-6
"
15d
5" MAX
WHEEL CHAIR ELECTRICWATERCOOLER
STANDING ELECTRICWATER COOLER
MIN
3'-2
"
15" MIN
MA
X
3'-7
"
15d
5" MAX
15d
5" MAX
SWITCH
RECEPTACLE
GFCI RECEPTACLE
4'-0" MAX.; 3'-8" IFCOUNTER IS
LESS THAN 20"DEEP; 3'-6" FOR
ACCESSIBLE
LIGHT FIXTURE
MIRROR
GFCIRECEPTACLE
KITCHEN BATHROOM
LAVATORY
GFCIRECEPTACLE
BASEMENT,LAUNDRY,UTILITY ROOM
MIN2 1/2"
MA
X.
4' -
0"
MIN
1' -
6"
MA
X
4' -
0"
7' -
0"
3' -
6"
(4'-0"
IN
GA
RA
GE
S)
34"
MA
X
PHOTOPOLYMER FACE(MUST BE PHOTOPOLYMER NOT APPLIED TACTILE)
PAPER INSERT
PHOTOPOLYMER FACE
PAPER INSERT
INTERNAL STRUCTURAL BACKER
EXTRUDED ALUMINUM EDGE RAILS
POWDER-COATED STEEL HOLDER
CONCEALED SCREWS
FACULTY LOUNGE
MOUNTING HEIGHT: CHARACTERS SHALL BE 48" MIN. AND 60" MAX ABOVE GROUND SURFACE
NOTE: EACH ROOM DOOR TO RECEIVE SIGNAGE. SOME ROOMS MAY RECEIVE MORE THAN ONE SIGN, SEE FLOOR PLANS.
ROOM NAME
BRAILLEIDENTIFICATION
9"
2"6"
8"
A01ROOM NUMBERUP TO 4 NUMBERS OR LETTERS
PRINTED SCHOOL LOGO
ELECTRICAL ROOM
MOUNTING HEIGHT: CHARACTERS SHALL BE 48" MIN. AND 60" MAX ABOVE GROUND SURFACE
NOTE: EACH ROOM DOOR TO RECEIVE SIGNAGE. SOME ROOMS MAY RECEIVE MORE THAN ONE SIGN, SEE FLOOR PLANS.
ROOM NUMBERUP TO 4 NUMBERS OR LETTERS
ROOM NAME
BRAILLE IDENTIFICATION
9"
4"
A01
RESTROOM
MOUNTING HEIGHT: CHARACTERS SHALL BE 48" MIN. AND 60" MAX ABOVE GROUND SURFACE
NOTE: EACH ROOM DOOR TO RECEIVE SIGNAGE. SOME ROOMS MAY RECEIVE MORE THAN ONE SIGN, SEE
FLOOR PLANS.
ROOM NAME
BRAILLEIDENTIFICATION
9"
2"6"
8"
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:1
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BIM
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
ACCESSIBILITY COMPLIANCE A004
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
1/4" = 1'-0"A004C5TYPICAL BLOCKING DETAILS
SCALE:
1/4" = 1'-0"A004D5TYPICAL ACCESSORY HEIGHTS
SCALE:
1/4" = 1'-0"A004D1TYPICAL ACCESSORY HEIGHTS
SCALE:
1/4" = 1'-0"A004C1TYPICAL ACCESSORY HEIGHTS
SCALE:
1/4" = 1'-0"A004B1TYPICAL ACCESSORY HEIGHTS
SCALE:
3" = 1'-0"A004B5TYP. SIGN ASSEMBLY DETAIL
SCALE:
6" = 1'-0"A004A5TYPICAL SIGN DETAIL
SCALE:
6" = 1'-0"A004A1STORAGE/MECH./ELEC. SIGN DETAIL
SCALE:
6" = 1'-0"A004A3RESTROOM SIGN DETAIL
2
2
1
1
AA
BB
3.01
3.04
3.02
3.04
3.02
3.02
3.02
3.01
3.02
3.02 3.02
3.02
3.02
3.11
3.11
3.01
3.14 3.123.12
TYP
3.06
TYP3.04
3.04
3.04
3.04
3.04
TYP
3.063.01
3.01
3.01
3.01
3.023.02
3.01
3.02
3.01
3.01
3.01
3.20
3.01
3.01
3.01
3.01
3.14
3.14
3.02
3.02
3.18
3.18
3.18
3.183.18
3.21
ELECTRICAL DEMOFOR ELECTRICAL COMPONENTS WITHIN THIS AREA, REFER TO ELECTRICAL SHEETS
PLUMBING DEMOFOR PLUMBING COMPONENTS WITHIN THIS AREA, REFER TO PLUMBING SHEETS
MECHANICAL DEMOFOR MECHANICAL COMPONENTS WITHIN THIS AREA, REFER TO MECHANICAL SHEETS
3.19
3.19
3.22
3.22
3.22
3.18
3.23
3.72
3.18
3.18
3.18
3.18
3.73
3.73
3.73 3.733.73
3.73
3.73
3.73
3.73
3.73
3.73
3.74
3.75
3.02
3.73
3.13
3.13
3.13
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
21
3.14
3.16
HATCHED AREA TO BE DEMOLISHED
3.16
8'-4
"3'
-0"
3.14
HATCHED AREA TO BE DEMOLISHED
2'-5 1/4"22'-8 7/8"3'-7 15/16"
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
A
HATCHED AREA TO BE
DEMOLISHED
HATCHED AREA TO BE
DEMOLISHED
3.14 3.14 3.17
12'-0" 14'-5" 4'-0" 36'-0" 12'-8"
3.13 3.13 3.133.173.173.173.173.17
J. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PROTECT ALL NEW FACILITIES DURING THE CONSTRUCTION PERIOD UNTIL THE DESIGN GRADE AND COVER HAVE BEEN REACHED AND WORK HAS BEEN ACCEPTED BY OWNER.
K. CONTRACTOR TO PROVIDE DUST BARRIER, SAFTEY BARRIER AND CONSTRUCTION SCHEDULE TO DISTRICT PRIOR TO CONSTRUCTION ACTIVITIY IN THIS AREA.
L. A STAGING PLAN WILL NEED TO BE PROVIDED TO THE SCHOOL DISTRICT AND STATE FIRE MARSHAL FOR APPROVAL PRIOR TO CONSTRUCTION. STAGING PLAN WILL INCLUDE A SCHEDULE OF TEMPORARY FENCING, SITE ACCESS AND DELIVERY OF ALL MATERIALS, ETC.
GENERAL NOTES
A. IT IS RECOMMENDED THAT ALL CONTRACTORS VISIT THE PROJECT SITE PRIOR TO SUBMITTING THEIR BIDS. IT SHALL BE THE RESPONSIBILITY OF EACH BIDDER TO UNDERSTAND THE FULL SCOPE OF THE DEMOLITION AND NEW CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR NOT FULLY UNDERSTANDING THE SCOPE OF THE PROJECT.
B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURES, DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPENCIES.
C. PRIOR TO STARTING DEMOLITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS, BONDS, AND APPROVALS HAVE BEEN OBTAINED. ALL PERMIT AND BOND FEES ARE TO BE PAID BY THE OWNER.
D. THE GENERAL CONTRACTOR IS TO REMAIN WITHIN THE CONTRACT LIMITS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PATCH, REPLACE, AND REPAIR ALL EXISTING STRUCTURES, FIXTURES, CONCRETE SIDEWALKS, CURBS, GUTTERS, PAVED ASPHALT, AND SOD AFFECTED BY THE NEW CONSTRUCTION OUTSIDE OF THE CONTRACT LIMIT LINES DUE TO NEW CONSTRUCTION.
E. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROTECT THE EXISTING ARCHITECTURAL, ELECTRICAL, PLUMBING AND MECHANICAL ITEMS DURING THE DEMOLITION PHASE. (PATCH, REPLACE, AND REPAIR TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND OLD CONSTRUCTION.)
F. OWNER WILL OCCUPY SITE AND BUILDING DURING ENTIRE CONSTRUCTION PERIOD. COOPERATE WITH OWNER DURING CONSTRUCTION OPERATIONS TO MINIMIZE CONFLICTS AND FACILITATE OWNER USAGE. PERFORM WORK SO AS NOT TO INTERFERE WITH OWNER'S DAY-TO-DAY OPERATIONS. MAINTAIN EXISTING EXITS UNLESS OTHERWISE INDICATED.
G. THE OWNER RESERVES THE RIGHT TO REMOVE ANY SALVAGEABLE MATERIALS RESULTING FROM DEMOLITION WORK AND SITE CLEARING. REMAINING MATERIAL THEN BECOMES THE PROPERTY OF THE GENERAL CONTRACTOR TO BE PROPERLY DISPOSED OF.
H. ALL STRUCTURAL FILL SHALL CONSIST OF IMPORTED GRANULAR SOIL (SEE GEOTECH REPORT). ON SITE SILT AND CLAY SOIL MAY NOT BE USED AS STRUCTURAL FILL. COORDINATE WITH GEOTECH AND STRUCTURAL SHEETS.
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
HATCHED AREA TO BE DEMOLISHED
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:1
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
DEMO PLAN A010
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
3/16" = 1'-0"A010D3DEMOLITION FLOOR PLAN
SCALE:
3/16" = 1'-0"A010B1DEMO EXTERIOR ELEVATION - FRONT
SHEET NOTES3.01 REMOVE EXISTING WALL.
3.02 REMOVE EXISTING DOOR AND FRAME.
3.04 REMOVE EXISTING PLUMBING FIXTURE.
3.06 REMOVE EXISTING TOILET PARTITIONS.
3.11 REMOVE EXISTING GLAZING SYSTEM.
3.12 PARTIAL SECTION OF EXISTING PARTITION WALL TO REMAIN.
3.13 REMOVE EXISTING WINDOW.
3.14 REMOVE PARTIAL SECTION OF EXTERIOR WALL. SEE DEMOLITION ELEVATIONS. SEESTRUCTURAL DRAWINGS FOR STRUCTURAL IMPLICATIONS AND REQUIREDSTRUCTURAL DESIGN.
3.16 PARTIAL SECTION OF EXISTING EXTERIOR WALL TO REMAIN.
3.17 EXISTING EXTERIOR WALL TO REMAIN.
3.18 REMOVE EXISTING MILLWORK.
3.19 REMOVE EXISTING BRICK VENEER.
3.20 EXISTING 90 MIN. DOORS, FRAME & HARDWARE TO BE REMOVED.
3.21 REMOVE EXISTING FINISHES DOWN TO STRUCTURAL WALL. PREP FOR NEWFINISHES.
3.22 REMOVE EXISTING FURING WALL AND FINISHES. EXISTING STRUCTURE TO REMAIN.PREP FOR NEW WALL FINISH.
3.23 HATCHED AREA DENOTES DEMO OF EXISTING CONCRETE SLAB IN PREPERATIONFOR NEW 4" GRAVEL AND 4" CONCRETE PAD. SEE FLOOR PLAN FOR DIMENSIONSAND DEPTHS OF NEW CONCRETE. COORDINATE CONCRETE REMOVAL WITH NEWPLUMBING REQUIREMENTS.
3.72 REMOVE EXISTING AWNING AND SOFFIT
3.73 REMOVE EXISTING FLOOR FINISHES AND PREP. FOR NEW FLOOR FINISHES. WHERETHERE IS TILE, CONTRACTOR TO REMOVE TILE AND THINSET. LEVEL FLOOR ANDPREP. FOR NEW FINISHES.
3.74 REMOVE EXISTING RATED CORRIDOR CEILING.
3.75 TIE EXISTING RATED CORRIDOR CEILING INTO NEW 2 HOUR WALLS TO MAINTAIN A 1HOUR RATED COORIDOR
SCALE:
3/16" = 1'-0"A010A1DEMO EXTERIOR ELEVATION - LEFT SIDE
N
SCALE:
3/16" = 1'-0"A010C1DEMO EXTERIOR ELEVATION - RIGHT SIDE
2
2
1
1
A A
B B
A101D3
GENERAL NOTES
A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.
B. COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.
C. FOR CLARITY, ONLY THE MILLWORK WITH PLUMBING FIXTURES IS SHOWN ON FLOOR PLANS. SEE FURNISHINGS AND INTERIOR ELEVATION PLANS FOR FULL EXTENT OF MILLWORK BASES, AND COUNTERTOPS.
D. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL APPLIANCES WITH OWNER PRIOR TO PURCHASING EQUIPMENT AND FABRICATING MILLWORK.
E. PROVIDE BACKING/BLOCKING FOR WALL MOUNTED ITEMS-INCLUDING GRAB BARS, HANDRAILS, SIGNAGE AND EQUIPMENT AS REQUIRED.
F. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:2
1 P
M
BIM
360
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
OVERALL FLOOR PLAN A100
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
1/16" = 1'-0"
OVERALL MAIN FLOOR PLANN
S 2 1
S 2 1
A201
D1
A201
2
2
1
1
OFFICE
105
OFFICE
106
RESTROOM
109
RESTROOM
110
FACULTY
LOUNGE
107
NURSE
112
RESTROOM
111
RECEPTION
101
PRINCIPAL
102
ELEC.
104
STORAGE
103
HALL
108
CORRIDOR
113
SECURE
ENTRY
100
AA
BB
16'-1
0"10
'-3"
10'-0
"19
'-2"
13'-1
0"12
'-8"
70'-0
"
27'-0" 1'-7" 11'-8" 7'-5" 1'-7"
C1
C
C
D
C
C
C
B
A
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
107
106
105
109
110
108
111
112
103
102
113A
101A
100
113B
A2
A2
A2 A2
A2
A2
A1
A1
12'-1
1"8'
-11"
6'-5
"7'
-1"
6'-1
0"5'
-5"
EDA1A1
C4
A301
70'-0
"
D1
A301
F
2'-11" 8'-3"
4'-11" 8'-2" 8'-2" 5'-11"
6'-7"
D4
A301
G
2'-4"
8.20
8.20
8.37
8.378.14 8.07
4.81
1.29
1.29
4.81
4.81
4.81
8.14
8.14
8.14
8.40
8.39
8.41
8.17
8.17
8.17
8.14
8.14
8.33
8.33
8.07
8.37
8.14
8.37
5.70
5.705.70
5.70
8.14
8.14
5.02
8.33
REF.
101C104
8.39
6'-5"
4.67
8.08
4.67
3'-3
"
4.67C
4.72
4.86 4.86
4.32
4.31
4.314.31
101B
A2
A2
A2
1.29
1.41
1.29
5.03 5.03
5.03
5.03
5.03
5.03
4.72
4.72
4.86
4.86
1'-5 7/8"
5'-0
"
1.20
4.04
A602A2
J
H
H
H
H
GENERAL NOTES
A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.
B. COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.
C. FOR CLARITY, ONLY THE MILLWORK WITH PLUMBING FIXTURES IS SHOWN ON FLOOR PLANS. SEE FURNISHINGS AND INTERIOR ELEVATION PLANS FOR FULL EXTENT OF MILLWORK BASES, AND COUNTERTOPS.
D. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL APPLIANCES WITH OWNER PRIOR TO PURCHASING EQUIPMENT AND FABRICATING MILLWORK.
E. PROVIDE BACKING/BLOCKING FOR WALL MOUNTED ITEMS-INCLUDING GRAB BARS, HANDRAILS, SIGNAGE AND EQUIPMENT AS REQUIRED.
F. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION
EXTERIOR - INTERIOR• 5/8" TYPE 'X' GYPSUM BOARD -
PAINTED• 3 5/8" METAL STUDS @ 16" O.C.• 3" SOUND BATTS• 5/8" TYPE 'X' GYPSUM BOARD -
PAINTED
EXTERIOR - INTERIOR• 5/8" TYPE 'X' GYPSUM BOARD -
PAINTED• 6" METAL STUDS @ 16" O.C.• 5" SOUND BATTS• 5/8" TYPE 'X' GYPSUM BOARD -
PAINTEDSOUND RATEDSTC RATING: 40SEE TEST # RAL-TL11-125
ONE HOUR RATEDUL U419TO DECK ABOVE
7 1/
4"
SOUND RATEDSTC RATING: 40SEE TEST # RAL-TL11-125
ONE HOUR RATEDUL U419TO DECK ABOVE
4 7/
8"
EXTERIOR-INTERIOR• ALUMINUM COMPOSITE MATERIAL
PANEL• 2" AIR GAP• 5/8" DENSGLASS FIBER GLASS MAT
SHEATHING• AIR/WEATHER BARRIER• A1 - 2" METAL STUDS @ 16" O.C. • A2 - 6" METAL STUDS @ 16" O.C.
A
*SEE EXTERIOR ELEVATIONS
EXTERIOR-INTERIOR• ALUMINUM COMPOSITE MATERIAL
PANEL• 2" AIR GAP• EXISITNG WALL
*SEE EXTERIOR ELEVATIONS
2 1/
2"
C
D
B
WALL TYPE
WALL TYPE
WALL TYPE
WALL TYPE
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:2
5 P
M
BIM
360
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
FLOOR PLANS A101
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
3/16" = 1'-0"
FLOOR PLAN
SHEET NOTES1.20 BRACKET MOUNTED FIRE EXTINGUISHER.
1.29 CARD READER, SEE ELECTRICAL.
1.41 LOCK DOWN CARD SWIPE
4.04 NEW RATED DOOR AND FRAME IN EXISTING OPENING.
4.31 DEPRESS NEW CONCRETE SLAB 2" WHERE TILE OCCURS IN ALL RESTROOMS &TOILET ROOMS FOR TILE AND SETTING BED. SLOPE TO NEW FLOOR DRAIN. SEESTRUCTURAL SHEETS."
4.32 SLOPE NEW CONCRETE FLOOR SLAB TO NEW FLOOR DRAIN. COORDINATE WITHPLUMBING SHEETS.
4.67 PROVIDE METAL STUD WALL WITH GYP OR PLAM FINISH BELOW DESK. SEEDETAILS.
4.72 PUSH BOTTON DOOR MAG RELEASE WITH COVER UNDER DESK. SEE DOORHARDWARE AND ELECTRICAL SHEETS.
4.81 BARRIER FREE ENTRANCE WITH ADA ACTIVATORS AND DOOR OPERATORS. SEEDOOR HARDWARE.
4.86 NEW PAINTED 5/8" GYP. OVER NEW 1" HAT CHANEL ATTACHED TO EXISTINGSTRUCTURE.
5.02 ELECTRIC WATER COOLER WITH BOTTLE FILLER, SEE PLUMBING SHEETS.
5.03 ROLLER SHADES.
5.70 PRE-FINISHED ALUMINUM STOREFRONT SYSTEM.
8.07 REFRIGERATOR (NIC).
8.08 ICE MAKER, OWNER SUPPLIED CONTRACTOR INSTALLED.
8.14 ARCHITECTURAL MILLWORK. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS.
8.17 PRINTER (NIC)
8.20 RECEPTIONIST DESK, SEE INTERIOR ELEVATIONS.
8.33 FURNITURE BY OWNER. (NIC)
8.37 LAMINATE COUNTERTOP WITH BASE AND UPPER MILLWORK, SEE INTERIORELEVATIONS.
8.39 MICROWAVE, OWNER PROVIDED CONTRACTOR INSTALLED.
8.40 ELECTRICAL STOVETOP AND OVEN BY OWNER. (NIC)
8.41 VENDING MACHINE BY OWNER. (NIC)
N
A251
A252
C4
C3
A251
2
2
1
1
AA
BB
D4
D3F
B
W
F
FACULTY
LOUNGE
107
W1,W4,W5
B1
F1,F4
F
B
W
F
HALL
108
W1,W4,W5
B1
F1
F
B
W
F
OFFICE
106
W1
B1
F1
F
B
W
F
OFFICE
105
W1,W4,W5
B1
F1
F
B
W
F
ELEC.
104
W1
B2
F4
F
B
W
F
STORAGE
103
W1
B1
F1
F
B
W
F
PRINCIPAL
102
W1,W4,W5
B1
F1
F
B
W
F
RECEPTION
101
W1,W4,W5
B1
F1
F
B
W
F
SECURE ENTRY
100
W1,W3
B3
F2
F
B
W
F
CORRIDOR
113
W1,W3,W6
B3
F1,F2F4
D3
C2
C3
D2
A252 C1
C2
D1
D2
A251 C4
C5
D4
D5
A251 C4
D5
C5
D4
A252
A5
B4
B5
A4
A252
A3
A2
B3
B2
A252A4
B5
B4
A5
A252A4
B5
B4
A5
B1
B3
A1
A251 A3
A4
A251
B4
A5
TS-1
TS-1
TS-1
TS-2
TS-3
A252
B1
B5
A102D1
B
8.17
8.17
8.17
REF. 8.39
8.418.16
8.39
8.17
8.40
C
C
CA
5.01
5.01
5.01
5.01
5.01 5.01
Ice Machine - Provided by owner installed by contractor
5.97
5.97
5.97
5.96
C5
A551
D5
A551
B5
A551
C5
A551
D5
A551
1.20
5.99
5.96
8.42
8.42
8.14
8.14 C
C
5.03
5.03
5.03
5.03
5.03
5.03
5.03 5.03
NEW WALL FINISHES
EX. WALL FINISHES1.42
NEW WALL FINISHES
EX. WALL FINISHES
1.42
F
B
W
F
STOR.
100B
W1
B2
F4
A602A2
FINISH SCHEDULE / LEGEND
F1
CODE MATERIAL
NOTE: SEE INTERIOR ELEVATIONS FOR EXTENT OF FINISHES
FLO
OR
BA
SE
WA
LL
SEALED CONCRETE WITH OPAQUE SEALER
F2
F3
F4
F5
B1
B2
6" PORCELAIN TILE BASE - SEE SPECIFICATIONS & TYPICAL ELEVATIONSB3
W1
W2
W3
PAINTED GYPSUM BOARD - FIELD COLOR
PAINTED GYPSUM BOARD - ACCENT COLOR 1
12" X 24" PORCELAIN TILE - SEE SPECIFICATIONS & TYPICAL ELEVATIONS
24" x 24" CARPET TILES -SEE SPECIFICATIONS
W4
W5
W6
4" HARDWOOD CHAIR RAIL
VINYL WALL COVERING FROM FLOOR TO CHAIR RAIL
CONTINUOUS TACK STRIP
WALK-OFF MAT - 24" x 24" TILES -SHAW WELCOME II 5T031 EBONY SEE SPECIFICATIONS
12" x 24" PORCELAIN TILE - DALTILE ELECTRIC MOSS VL79 (FIELD) AMPLIFY BLACK VL70 (ACCENT)SEE SPECIFICATIONS
18" x 36" LUXURY VINYL TILE -MOHAWKMETAL 859 ON THE LINESEE SPECIFICATIONS
CARPET BASE - MOHAWK - 7988 PENCIL POINT - SEE SPECIFICATIONS
4" RUBBER BASE - JOHNSONITE ROPPE BLACK - SEE SPECIFICATIONS
TRANSITION STRIP SCHEDULE
TS-1 MARBLE THRESHOLD
JOHNSONITE, SLIM LINE NOSING SLN-XXB, COLOR AS APPROVED BY ARCHITECT, 0.8" TO 1/4"
CARPET/ LVT TO TILE
CARPET TO LVT
SPECIFICATIONTRANSITION
JOHNSONITE, SLIM LINE NOSING SLN-XXB, COLOR AS APPROVED BY ARCHITECT, 0.8" TO 1/4"
CARPET TO CONC.
TS-2
TS-3
A252
A5
B4
B5
A4
A252
A3
A2
B3
B2
A252
B1
F
B
W
F
RESTROOM
110
W1,W3
B3
F3
F
B
W
F
RESTROOM
111
W1,W3
B3
F3
F
B
W
F
RESTROOM
109
W1,W3
B3
F3
F
B
W
F
NURSE
112
W1
B2
F4
F
B
W
F
HALL
108
W1,W4,W5
B1
F1
F
B
W
F
RECEPTION
101
W1,W4,W5
B1
F1
REF
TS-1
TS-1
TS-1
TS-2
5.05
5.05
5.05
TYP
8.33
8.37 7.10 8.07
TYP
8.14
TYP
8.33
1.07
1.07
1.07
1.07
W1830
454814
W1830
424814
A252A4
B5
B4
A5
A252A4
B5
B4
A5
1.07
1.07
DISPLAY BOARD LEGEND
A MARKER BOARD
TYPE SIZE
8'-0" x 4'-0"
B
C
D
WOOD ENCASED MARKER BOARD
TACK BOARD
TACK BOARD
8'-0" x 4'-0"
6'-0" x 4'-0"
4'-0" x 4'-0"
A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ARCHITECT.
B. ALL COLORS SELECTIONS AND FINISH MATERIALS AND STYLES SHALL BE COORDINATED WITH OWNER AND ARCHITECT.
C. MILLWORK SHOWN FOR CLARITY. PROVIDE FLOORING UNDER EQUIPMENT, MILLWORK AND COUNTERTOPS.
D. SEE INTERIOR ELEVATIONS MILLWORK DETAILS FOR FINISHES OF MILLWORK BASES, AND COUNTERTOPS.
E. PAINTED DOOR TRIM COLOR TO BE SELECTED BY OWNER AND ARCHITECT.F. CONTRACTOR TO VERIFY TRANSITION STRIP DIMENSIONS WITH MATERIAL
THICKNESSES.G. SEE ELECTRICAL SHEETS FOR LOCATIONS OF OUTLETS, SWITCHES, DATA,
TELEPHONE, TELEVISION, INTERCOMS, CLOCKS, SPEAKERS, HORNS, STROBES, ETC.
H. PROVIDE 3" DIAMETER HOLE THRU COUNTER TOP AT ALL POWER AND DATA OUTLETS BELOW CABINET. PROVIDE 3MM PVC SLEEVE AROUND OPENING. COORDINATE WITH ELECTRICAL SHEETS. DRILL OPENING AFTER MILLWORK HAS BEEN INSTALLED FOR ACCURATE LOCATION WITH ELECTRICAL.
I. FINAL LOCATION OF ALL RESTROOM EQUIPMENT TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION.
J. ALL MILLWORK NUMBERS NOTED ARE PER TMI SYSTEMS. COORDINATE BETWEEN ENLARGED FLOOR PLANS AND INTERIOR ELEVATIONS FOR MISCELLANEOUS ITEMS THAT MAY ONLY BE SHOWN ON ONE OR THE OTHER.
K. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL DRYWALL CORNERS.L. PROVIDE SCHULTER TRIM PIECE ON ALL EXPOSED TILE EDGES AND EXTERIOR
CORNERS.
GENERAL NOTES
FURNISHING TAGS LEGEND
TRANSITION STRIP TAG
WALL & BASE FINISH SPECIFIC
PNT-1B-1
WALL FINISH
BASE FINISH
TS-?
MATERIAL TRANSITION
TRANSITION STRIP NUMBER
101
ROOM NAME
F
B
W
ROOM NUMBERROW 1 - FLOOR FINISH
ROW 2 - BASE
ROW 3 - WALL FINISH
ROW 4 - MILLWORKM
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
FURNISHING PLAN A102
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
3/16" = 1'-0"A102D3FURNISHING PLAN
SCALE:
3/8" = 1'-0"A102D1ENLARGED FURNISHING PLAN
SHEET NOTES1.07 ADA COMPLIANT 42" HORIZONTAL, 36" HORIZONTAL & 18" VERTICAL GRAB BARS AT
TOILET. BASIS OF DESIGN: BOBRICK; MODEL 6806.
1.20 BRACKET MOUNTED FIRE EXTINGUISHER.
1.42 STAINED 1X4 TRANSITION BOARD RUN VERTICALLY FROM FLOOR TO CEILING.
5.01 SOLID SURFACE WINDOW SILL.
5.03 ROLLER SHADES.
5.05 MIRROR.
5.96 TYPICAL CORRIDOR TILE. SEE FINISH SCHEDULE.
5.97 NEW CORRIDOR TILE WAINSCOT. SEE FINISH SCHEDULE.
5.99 MILLWORK PONY WALL WITH 270d SWING DOOR BUILT INTO MILLWORK WITHLOCKING HASP IN CLOSED AND EACH OPEN POSITION.
7.10 SINK.
8.07 REFRIGERATOR (NIC).
8.14 ARCHITECTURAL MILLWORK. SEE INTERIOR ELEVATIONS AND SPECIFICATIONS.
8.16 TELEVISION (NIC)
8.17 PRINTER (NIC)
8.33 FURNITURE BY OWNER. (NIC)
8.37 LAMINATE COUNTERTOP WITH BASE AND UPPER MILLWORK, SEE INTERIORELEVATIONS.
8.39 MICROWAVE, OWNER PROVIDED CONTRACTOR INSTALLED.
8.40 ELECTRICAL STOVETOP AND OVEN BY OWNER. (NIC)
8.41 VENDING MACHINE BY OWNER. (NIC)
8.42 COMPUTER MONITOR BY OWNER. (NIC)
N
GENERAL NOTES
A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.
B. MECHANICAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND CEILING SUBCONTRACTORS SHALL COORDINATE THEIR WORK. IN CASE OF CONFLICT, THE REFLECTED CEILING PLAN SHALL TAKE PRECEDENCE.
C. COORDINATE INSTALLATION OF ALL "AFTER CONTRACT" ASSEMBLIES PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.
D. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT.E. SEE ENGINEERING SHEETS FOR ADDITIONAL REQUIREMENTS.F. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS PER MANUFACTURER'S
RECOMMENDATIONS.G. SEE DETAILS FOR TYPICAL SEISMIC, SEISMIC LIGHT & WALL BRACING.H. ALL MECHANICAL UNITS AND ROOF PENETRATIONS MAY NOT BE SHOWN. REFER
TO ENGINEERING SHEETS FOR ALL REQUIRED MECHANICAL UNITS AND ROOF PENETRATIONS. PROVIDE FLASHING, CRICKETS, AND REGLETS AT EACH UNIT. CRICKETS TO SLOPE 1/4" PER FOOT MINIMUM. SEE TYPICAL ROOF DETAILS.
I. CEILING HEIGHTS SHOWN ARE ABOVE FINISH FLOOR IN WHICH THEY ARE CALLED.
J. MECHANICAL CURBS TO BE 12" MINIMUM ABOVE NEAREST HORIZONTAL OR SLOPED ROOF SURFACE.
K. SLEEPER INSTALLATION NOT PERMITTED AT MECHANICAL UNITS. PROVIDE FULL MECHANICAL CURB DETAILING.
L. SEE EXTERIOR ELEVATIONS AND ELECTRICAL LIGHTING PLAN FOR ADDITIONAL LIGHTING INSTRUCTIONS.
M. PAINT ALL JOISTS, DECK, MECHANICAL DUCTWORK, CONDUIT, SUPPORTS, ETC. ABOVE AND EXPOSED BELOW SUSPENDED ACOUSTICAL CEILING PANELS.
N. PRIOR TO INSTALLATION OF CEILING SYTEMS, ALL MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND CEILING SUB-CONTRACTORS SHALL COORDINATE THEIR WORK WITH THE REFLECTED CEILING PLAN. IF ANY CONFLICTS OCCUR, THE REFLECTED CEILING PLAN SHALL TAKE PRECEDENCE.
O. CUT ALL ROOFING ANCHORS THAT PENETRATE EXPOSED PAINTED STRUCTURE AT 2" FROM DECKING.
P. ALL CEILING SYSTEMS SHALL BE BRACED AS PER LOCAL BUILDING CODE.Q. DO NOT SCALE DRAWINGS.
CEILING LEGEND
TYPE DESCRIPTION
D
C
B
A2x2 SUSPENDED CEILING SYSTEM WITH GRID. SEE SPECIFICATIONS. SEE DETAIL A3/A701
PAINTED 5/8" TYPE "X" GYPSUM BOARD WITH SMOOTH FINISH. SEE DETAIL A2/A701
PREFINISHED ACM TO MATCH ADJACENT ACM WALL.
OPEN TO EXPOSED STRUCTURE ABOVE
ELECTRICAL SYMBOLS
2'x4' FLUORESCENT LIGHT FIXTURE
2'x2' FLUORESCENT LIGHT FIXTURE
1'x4' RECESSED LIGHT FIXTURE
RECESSED DOWNLIGHT
FLUORESCENT STRIP LIGHT FIXTURE
EXIT SIGN
SUPPLY DIFFUSER
EXHAUST FAN
RETURN AIR DIFFUSERLARGE PENDANT LIGHT
SMALL PENDANT LIGHT
WALL-MOUNTED LIGHT FIXTURE
2
2
1
1
AA
BB
A10'-0"
A10'-0"
A9'-0"
A9'-0"
A9'-0"
A9'-0"
A9'-0"
A9'-0"
B9'-0"
B9'-0"
B9'-0"
A9'-0"
A10'-0"
C11'-4"
C10'-0"
A9'-0"
A9'-0"
5.16
2'-10" 4" 4" 2'-10"
2'-7
"4"
4"2'
-10"
4.034.03
4.03
5.15
4"1'
-8"
4"
5.165.16
4" 1'-8"
4"1'
-8"
4" 1'-8" 4"
4"2'
-6"
4"
4" 2'-6" 4"
4"2'
-6"
4"
2'-8" 4"
5.15
5.165.16
D4
A104
A5
A104
A5
A104
B8'-8"
B8'-8"
B8'-8"
A10'-0"
A9'-0"
B5
A104
B5
A104
A9'-0"
3.76
A602A2
2
2
1
1
AA
D1
A301
D4
A301
A103C1
2
2
AA
D4
A301
D4
A301
2'-7" 11'-2" 6'-11" 2'-7"
13'-9" 9'-6"
5'-7
"
9.03
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:3
4 P
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BIM
360
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
REFLECTED CEILING AND ROOF
PLAN A103
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
3/16" = 1'-0"A103D3LEVEL 1 REFLECTED CEILING PLAN
SCALE:
3/16" = 1'-0"A103D1ROOF PLAN
SHEET NOTES3.76 CONTRACTOR TO WORK WITH THE OWNER AND THE ARCHITECT AFTER
DEMOLITION TO SEE IF CEILING HEIGHTS CAN BE RAISED AND MAXIMIZED AT THEFRONT ENTRY
4.03 22" x 30" CEILING ACCESS PANEL, KEY LOCKED. FIELD VERIFY WITH MECHANICALAND CEILING CONTRACTORS(EPOXY PAINT WHEN IN CERAMIC TILE CEILINGS).
5.15 ACCENT PAINTED GYP. SOFFIT. COLOR BY ARCHITECT.
5.16 DASHED LINE DENOTES PAINTED EXPOSED ABOVE CEILINGS, TYP. SEE DETAILS.
9.03 DURING CONSTRUCTION, PATCH, REPAIR OR REPLACE ROOFING AS NECESSARY.
SCALE:
3/8" = 1'-0"A103C1ENLARGED ROOF PLAN
N
#9 WIRES @ 36" O.C. TO STRUCTURE ABOVE
1 1/2" MAIN RUNNER CHANNELS @ 48" O.C.
7/8" HAT CHANNELS @ 16" O.C.
5/8" TYPE 'X' GYPSUM BOARD (PAINTED)
CONTINUOUS CAULK
WALL LINE
SUSPENDED METAL "T" BAR
LAY-IN ACOUSTICAL CEILING TILE
WALL ANGLE WITH CODE COMPLIANT SEISMIC CLIPS
WALL LINE
MAX
8"MAIN RUNNERS AND #12 WIRES @ 48" O.C. TYPICAL
LAY-IN LIGHT FIXTURE
12 GAUGE WIRES AT EACH CORNER. ANCHOR WIRES TO STRUCTURE ABOVE. WIRES TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN
ADJUSTABLE LENGTH VERTICAL COMPRESSION STRUT
12 GAUGE HANGER WIRE @ 4'-0" O.C.
LAY-IN CEILING PANEL
MAIN RUNNER
12 GAUGE SPLAY WIRES
CROSS RUNNER
MA
X T
YP
ICA
L
45.0
0°
COMPRESSIBLE ELASTOMERIC TAPE TO SPAN IRREGULARITIES
SEALANT
SURFACE MOUNTED COUNTER FLASHING FASTENED @ 8" O.C. MIN.
ROOFING SYSTEM WALL FLASHING
ROOFING SYSTEM OVER RIGID TAPERED INSULATION OVER METAL DECKING
WALL SURFACE
HEAVY DUTY BASE FLASHING TO MATCH EXISTING, FULLY ADHERED TO MEMBRANE
16 GAUGE IN FRAME
WOOD NAILER NAILED @ 2" O.C.
SEALANT TAPE AS SPECIFIED
INSULATION
COUNTER FLASHING FASTENED @ 18" O.C.
FASTENERS @8" O.C.
HEAVY DUTY ROOFING SYSTEM FLASHING
ROOFING SYSTEM OVER RIGID TAPERED INSULATION OVER METAL DECKING
ALTERNATE FRAME LOCATION FOR HEAVY UNITS
12"
MIN
.
STANDING SEAM 60" O.C.
FIRE RETARDANT -TREATED 2x WOOD PLATE WITH TAPERED INSULATION CAP
SEAL
CONTINUOUS CLEAT FASTENED @ 15" O.C. FRONT AND BACK
FRAMING AS PER PLAN
SHEATHING AS APPROVED BY ROOFING MANUFACTURER
ROOFING SYSTEM OVER TAPERED RIGID INSULATION OVER METAL DECKING. CONTINUE MEMBRANE OVER TOP OF WALL AND DOWN FRONT SIDE OF WALL 1"
SECTION A
SLOPED INWARD
HEAVY-DUTY BASE FLASHING, MATCH EXISTING
METAL SLEEVE
CAULK DRAW BAND WITH ELASTOMERIC SEALANT
STORM COLLAR
FIRE RETARDANT-TREATED WOOD NAILER W/ APPROPRIATE FASTENERS. 2 ROWS STAGGERED. EACH ROW 24" O.C.
ROOFING SYSTEM OVER RIGID TAPERED INSULATION OVER METAL DECKING
SET IN SPECIFIED MASTIC. MECHANICALLY FASTENED 3" O.C. PRIME FLANGE BEFORE STRIPPING
HEAVY DUTY FLASHING, MATCH EXISTING
CRICKET SLOPED TO DRAIN
ROOFING SYSTEM
STRAINER/DOME
CLAMPING RING
DECK CLAMP
LEAD/METAL FLASHING
ROOFING SYSTEM OVER RIGID TAPERED INSULATION OVER METAL DECKING
HEAVY-DUTY STRIPPING
4" MIN.
MASTIC SEAL AT PERIMETER
SET LEAD FLANGE IN MASTIC
PLUMBING VENT STACK
FLASHING 1" DOWN INTO PIPE
BOTTOM OF STRUCTURE
3 5/8 METAL STUD BRACING @ 48" O.C. ALTERNATING DIRECTIONS. ATTACH TO STRUCTURE ABOVE
5/8" TYPE 'X' GYPSUM BOARD
SUSPENDED CEILING SYSTEM PER PLAN
3 5/8 METAL STUDS @ 16" O.C.
NOTE: TYPICAL DETAILING AT TOP OF WALLS NOT EXTENDING TO BOTTOM OF STRUCTURE ABOVE
SEE ALSO DETAIL #5/A4.5
WALL LINE
METAL "J"MOLDING
#9 WIRE @ 4'-0" O.C.TO STRUCTUREDRYWALL SUSPENSION SYSTEM CROSS TEE OR CHANNEL
5/8" EXT. SHEATHING
MAX
6"
ANGLE OR CHANNELMOLDING
ATTACH TO MOLDING
PRE-FINISHED METAL SOFFIT
CONT. SEALANT AROUND PERIMTER
SEE WALL TYPES
ANGLE OR CHANNELMOLDING
6"
#9 WIRE @ 4'-0" O.C.TO STRUCTURE
CONTINUOUS ANGLE MOLDING
ACOUSTICAL OR DRYWALL SUSPENDED CEILING SYSTEM
3 TIGHT LOOPS, MIN.
6"
ANGLE OR CHANNELMOLDING#9 WIRE @ 4'-0"
O.C.TO STRUCTURE
CONTINUOUS ANGLE MOLDING
LAY-IN ACOUSTICAL CEILING TILE OR 5/8" TYPE 'X' GYPSUM
BOARD FINISH AS DIRECTED BY ARCHITECT
SEE REFLECTED CEILING PLAN
ACOUSTICAL OR DRYWALL SUSPENDED CEILING
SYSTEM
3 TIGHT LOOPS, MIN.
LAY-IN ACOUSTICAL CEILING TILE OR 5/8" TYPE 'X' GYPSUM BOARD FINISH AS DIRECTED BY ARCHITECT. SEE REFLECTED CEILING PLAN
WALL LINE
ANGLE OR CHANNELMOLDING
#9 WIRE @ 4'-0" O.C.TO STRUCTURE
CONTINUOUS ANGLE MOLDING
LAY-IN MOISTURE RESISTANT CEILING TILE SEE REFLECTED CEILING PLAN
ACOUSTICAL SUSPENDED CEILING SYSTEM
3 TIGHT LOOPS, MIN.
SUSPENDED METAL "T" BAR
MAX
6"
SEE PLANS
3 5/8" METAL STUDS @ 16" O.C. ATTACH TO STRUCTURE
3 5/8" METAL STUD BRACING @ 48" O.C. ATTACH TO STRUCTURE
RECESSED CAN LIGHTING WHERE OCCURS
5/8" TYPE "X" GYPSUM BOARD
3 5/8" METAL STUDS @ 16" O.C.
LAY-IN ACOUSTICAL CEILING TILE SEE REFLECTED CEILING PLAN
4"
6"V
AR
IES
VA
RIE
S6"
SEE PLANS
3 5/8" METAL STUDS @ 16" O.C. ATTACH TO STRUCTURE
3 5/8" METAL STUD BRACING @ 48" O.C. ATTACH TO STRUCTURERECESSED CAN LIGHTING WHERE OCCURS
5/8" TYPE "X" GYPSUM BOARD
3 5/8" METAL STUDS @ 16" O.C.
LAY-IN ACOUSTICAL CEILING TILE SEE REFLECTED CEILING PLAN
4"
GENERAL NOTES
A. SUSPENDED CEILING SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH IBC 808.1.1.1, ASTM C635/636, ASCE 7, AND CISCA 3-4.
B. ALL CEILINGS ARE TO HAVE VERTICAL COMPRESSION STRUTS, SEISMIC BRACING, HANGERS, ETC., AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4.
C. HEAVY DUTY T-BAR GRID SYSTEM REQUIRED. WITH OF PERIMETER SUPPORTING CLOSURE ANGLE WITH CODE COMPLIANT SEISMIC CLIPS. ATTACH ONE END OF THE CEILING GRID TO THE CLOSURE ANGLE IN EACH DIRECTION. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON THE CLOSURE ANGLE.
D. SPLAY WIRES AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4. ALL SPLAY WIRES ARE TO BE IN LINE WITH ATTACHED COMPONENT AND ARE TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN.
E. ANCHOR WIRES ONLY TO STRUCTURAL MEMBERS AND DECKING IN AN APPROVED MANNER PER CISCA 3-4 DO NOT ANCHOR TO BRIDGING. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT, NOT SHALL THEY BE LESS THAN 6" TO ANY UNBRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR.
F. SUPPORT ALL RUNNERS AT 8" MAXIMUM FROM WALL OR CEILING DISCONTINUITY. G. FOUR-WAY DIAGONAL BRACING AND COMPRESSION STRUTS 12'-0" O.C. EACH
WAY.H. PROVIDE CEILING HORIZONTAL RESTRAINT TO THE STRUCTURE ABOVE FOR
CEILING AREAS GREATER THAN 1,000 SQUARE FEET TO MINIMIZE DIAPHRAGM LOADS.
I. PROVIDE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS FOR CEILING AREAS GREATER THAN 2,500 SQUARE FEET.
J. CHANGES IN CEILING PLANE ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
K. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED AND BRACED INDEPENDENT FROM THE SUSPENDED CEILING SYSTEM.
L. PROVIDE 2" OVERSIZE RINGS, SLEEVES OR ADAPTERS THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT FOR AT LEAST 1" MOVEMENT IN ALL DIRECTIONS FOR FIRE SPRINKLER HEADS AND OTHER SIMILAR PENETRATIONS.
M. SPECIAL INSPECTION REQUIRED OF SUSPENDED CEILING SYSTEMS.
SEE PLANS
3 5/8" METAL STUDS @ 16" O.C. ATTACH TO STRUCTURE
3 5/8" METAL STUD BRACING @ 48" O.C. ATTACH TO STRUCTURE
RECESSED CAN LIGHTING WHERE OCCURS
5/8" TYPE "X" GYPSUM BOARD
3 5/8" METAL STUDS @ 16" O.C.
LAY-IN ACOUSTICAL CEILING TILE SEE REFLECTED CEILING PLAN
VA
RIE
S
SEE PLANS FOR WALL TYPE
LAY-IN MOISTURE RESISTANT CEILING TILE SEE REFLECTED CEILING PLAN
MAX
6"
ANGLE OR CHANNEL MOLDING
#9 WIRE @ 4'-0" O.C.TO STRUCTURE
3 TIGHT LOOPS, MIN.
LAY-IN MOISTURE RESISTANT CEILING TILE SEE
REFLECTED CEILING PLAN
#9 WIRE @ 4'-0" O.C.
TO STRUCTURE3 TIGHT LOOPS, MIN.
ANGLE OR CHANNEL MOLDING
SEE WALL TYPES
ACOUSTICAL SUSPENDED CEILING
SYSTEM
ACOUSTICAL SUSPENDED CEILING SYSTEM
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:3
7 P
M
BIM
360
://S
unris
e E
lem
enta
ry O
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Upg
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/Sun
rise
Ele
men
tary
Offi
ce U
pgra
de.r
vt
SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
CEILING AND ROOF DETAILS A104
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
1 1/2" = 1'-0"A104A2SUSPENDED GYP BOARD CEILING DETAIL
SCALE:
1 1/2" = 1'-0"A104A3ACOUSTICAL CEILING DETAIL
SCALE:
1 1/2" = 1'-0"A104B1SEISMIC LIGHT DETAIL
SCALE:
1 1/2" = 1'-0"A104B2SEISMIC CEILING DETAIL
SCALE:
3/4" = 1'-0"A104C1VERTICAL WALL DETAL
SCALE:
3/4" = 1'-0"A104C2HVAC CURB DETAIL
SCALE:
1/2" = 1'-0"A104C3CAP DETAIL
SCALE:
3/4" = 1'-0"A104D1HOT PLUMBING VENT DETAIL
SCALE:
3/4" = 1'-0"A104D2ROOF DRAIN DETAIL
SCALE:
3/4" = 1'-0"A104D3PLUMBING VENT DETAIL
SCALE:
1 1/2" = 1'-0"A104A4WALL BRACING DETAIL
SCALE:
1 1/2" = 1'-0"A104B3TYP. SUSPENDED METAL SOFFIT DETAIL
SCALE:
1 1/2" = 1'-0"A104B4CEILING TRANSITION DETAIL
SCALE:
1 1/2" = 1'-0"A104A1ACOUSTICAL CEILING DETAIL
SCALE:
1" = 1'-0"A104D4CEILING SOFFIT DETAIL
SCALE:
1" = 1'-0"A104C4GYPSUM BOARD CEILING DETAIL
SCALE:
1" = 1'-0"A104A5CEILING SOFFIT DETAIL
SCALE:
1 1/2" = 1'-0"A104B5CEILING TRANSITION DETAIL
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
1
D1
A301
D4
A301a b
bb
b
b aa
121'-0"
NEW T.O.W.
5'-0
"4'
-8"
1'-5
"6'
-10"
3'-2
"
5.70 5.70
5.56
7.25
7.257.25
7.25
9.04
J. EXTERIOR SIGNAGE: THE OWNER IS RESPONSIBLE TO OBTAIN A SEPARATE PERMIT FOR ANY EXTERIOR SIGNS IN ACCORDANCE WITH CURRENT CITY SIGN ORDINANCE. THE OWNER IS RESPONSIBLE TO CONTRACT DIRECTLY WITH SIGN VENDORS. SIGN VENDORS SHALL INSTALL THEIR RESPECTIVE SIGNAGE. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND COORDINATE ALL BACKING AND POWER REQUIREMENTS FOR EACH SIGN.
K. NOT ALL SHEET NOTES ARE NECESSARILY USED ON EACH SHEET.
GENERAL NOTES
A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.
B. ALL MASONRY WALLS TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM. VERIFY WITH STRUCTURAL.
C. EXPOSED CONCRETE FOUNDATION AND RETAINING WALLS TO RECEIVE RUBBED FINISH.
D. CONCRETE WALL RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL.
E. PROVIDE PRE-FINISHED NUMBERS ON THE FRONT, EXTERIOR OF THE BUILDING INDICATING THE BUILDING ADDRESS NUMBER ASSIGNED BY THE CITY IN ACCORDANCE WITH CURRENT CITY ORDINANCE. COLOR OF PRE-FINISHED NUMBERS TO CONTRAST SIGNIFICANTLY WITH BACKGROUND COLOR OF EXTERIOR WALL. THAT ADDRESS MUST BE PERMANENTLY FASTENED TO THE EXTERIOR OF THE BUILDING PRIOR TO OCCUPANCY.
F. SEE PLUMBING SHEETS AND ROOF DRAINAGE PLAN FOR SECONDARY ROOFDRAINAGE BRASS SCUPPER AND ROOF SCUPPER WITH PRE-FINISHED ALUMINUM DOWN SPOUT LOCATIONS ALONG EXTERIOR WALLS.
G. SEE PLUMBING SHEETS FOR LOCATION OF GAS METER ALONG EXTERIOR WALL.H. SEE ELECTRICAL SHEETS FOR ELECTRICAL FIXTURE LOCATIONS ALONG
EXTERIOR WALLS.
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
A
C4
A301
a
121'-0"
NEW T.O.W.
A2
A602
5.70 5.705.705.70 5.70
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
a
EXISTING ENCLOSURE
121'-0"
NEW T.O.W.
7.25
7.25
EXTERIOR MATERIAL LEGEND
b ACM PANEL ACCENT #2
ACM PANEL ACCENT #1a
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:4
8 P
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
EXTERIOR ELEVATIONS A201
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
3/16" = 1'-0"A201D1FRONT ELEVATION
SCALE:
3/16" = 1'-0"A201C1LEFT ELEVATION
SHEET NOTES5.56 PROVIDE 18" TALL X 1 1/2" DEEP ALUMINUM PREFINISHED LETTERS IN
CONTRASTING COLOR FOR READABILITY. FONT AND TEXT TO BE VERIFIED BYOWNER AND ARCHITECT PRIOR TO INSTALLATION.
5.70 PRE-FINISHED ALUMINUM STOREFRONT SYSTEM.
7.25 EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL.
9.04 BREAK METAL COVER BETWEEN THESE TWO WINDOWS TO MATCH WINDOWFRAMES.
SCALE:
3/16" = 1'-0"A201D3RIGHT ELEVATION
A- GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT.
B- COORDINATE INSTALLATIONS OF ALL "AFTER CONTRACT" ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES.
C- INTERIOR DRYWALL CORNERS TO BE SQUARE.D- WALL TYPES SHOWN DO NOT ADDRESS CERAMIC TILE
INSTALLATION ON WALL SURFACES AS SHOWN ON THE FLOOR PLANS. REFER TO THE CURRENT EDITION OF THE HANDBOOK FOR CERAMIC TILE INSTALLATION PUBLISHED BY THE TILE COUNCIL OF AMERICA, INC., FOR PROPER INSTALLATION MATERIALS AND METHODS. TILE TO BEINSTALLED OVER TILE BACKER BOARD.
E- SEE DETAILS FOR TYPICAL FIXTURE MOUNTINGHEIGHTS. BLOCK WALLS AS REQUIRED FOR HANGING IXTURES AND URNISHINGS.
F- PROVIDE BLOCKING IN WALLS AT ALL TOILETS AND HOWERS FOR GRAB BARS.
GENERAL NOTES
W2052
303114
W2052
303114
W2052
303114
OPEN
D3802
163029
5.70
4.46
4.46
5.57
8.42
3'-6
"
B2052
364114
B2052
364114 D5
A551
C5
A5514.46
4.46
5.57
4.465.13 5.78 5.14
5.50
5'-0"
3'-8
1/2
"
4.46
5.785.14
5.70
W2052
303114
W1050
243114
W1050
243114
W2052
303114
OPEN
4.46
4.46
5.57
5.78 5.14 4.02
8.17
8.42
B
5.785.14
C4.46
5.57
4.025.14 5.78
T2592
368424
D3802
163029
D2800
163029
D2800
163029
OPEN
4.46
5.57
5.70
5.78
8.17
OPEN OPEN
D2800
163029
D2800
163029
D2800
163029
D3802
163029
D3802
163029
D2800
163029
2'-6
"
D5
A551
5.13 4.46 4.46
5.70
5.57
8.178.42
OPEN
D3802
163029D5
A551
5.70
4.46
4.46
5.57
5.78
8.17 8.42
W2052
303114
W2052
303114
W2052
303114
D3802
163029
OPEN4.46
4.46
5.57
5.70
8.42
D3802
163029
D2800
163029
D2800
163029
OPEN
OPEN TO WAITING AREA
D5
A551
C5
A551
4.46
5.57
4.46
8.42
5.78
5.14
5.78
OPEN
5.14
W2052
303114
W1050
263114
W2052
263114
D3802
162924
D2800
163029
8.42
4.46
OPEN
5.57
5.78
8.42
4.46
4.46
8.17
T2592
368424
OPEN
4.46
5.14
C
8.17
5.78
T2052
368414
T2052
368414
5.78 5.14 4.46
4.46
4.46
5.57
5.78
4.02
8.17
ACCENT TILE
FIELD TILE
12"
24"
2"
SE
E IN
TE
RIO
R E
LE
VA
TIO
NS
3'-8
"
ALIGN TILE WITH FLOOR PATTERN
2"
2'-0
"1
'-0
"6
"
SCHLUTER EDGE AT ALL EXPOSED EDGES WHERE NOT TACK STRIP OCCUR
ACCENT BASE TILE, BRICKJOINT PATTERN
CONTINUOUS TACK STRIP
(BO
TT
OM
OF
CE
ILIN
G)
9'-0
"
24"
12"
SCHLUTER DILEX-AHK COVE BASE
FIELD TILE, BRICKJOINT PATTERN
ACCENT BASE TILE, BRICKJOINT PATTERN
ACCENT BASE TILE, BRICKJOINT PATTERN
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
31:5
6 P
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
INTERIOR ELEVATIONS A251
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
1/4" = 1'-0"A251A1RECEPTION - A
SCALE:
1/4" = 1'-0"A251B1RECEPTION - B
SCALE:
1/4" = 1'-0"A251B3RECEPTION - C
SCALE:
1/4" = 1'-0"A251C2PRINCIPAL - A
SCALE:
1/4" = 1'-0"A251C3PRINCIPAL - B
SCALE:
1/4" = 1'-0"A251D2PRINCIPAL - C
SCALE:
1/4" = 1'-0"A251D3PRINCIPAL - D
SCALE:
1/4" = 1'-0"A251A3RECEPTION DESK - A
SCALE:
1/4" = 1'-0"A251A4RECEPTION DESK - B
SCALE:
1/4" = 1'-0"A251A5ATTENDANCE DESK - A
SCALE:
1/4" = 1'-0"A251B4ATTENDANCE DESK - B
SCALE:
1/4" = 1'-0"A251C4OFFICE - A
SCALE:
1/4" = 1'-0"A251C5OFFICE - B
SCALE:
1/4" = 1'-0"A251D4OFFICE - C
SCALE:
1/4" = 1'-0"A251D5OFFICE - D
SHEET NOTES4.02 WINDOW. SEE WINDOW TYPES.
4.46 ARCHITECTURAL MILLWORK, SEE FURNISHING PLANS, INTERIOR ELEVATIONS ANDSPECIFICATIONS.
5.13 CONTROL DOOR BUILT INTO MILLWORK. DOOR TO SWING 270 DEGREES WITHLOCKING HASPS IN BOTH OPEN POSITION AND CLOSED POSITION.
5.14 CHAIR RAIL. SEE FINISH SCHEDULE.
5.50 WALL GRAPHIC/SIGNAGE TO BE COORDINATED WITH OWNER AND ARCHITECT.
5.57 LAMINATE COUNTERTOP AND BACKSPLASH.
5.70 PRE-FINISHED ALUMINUM STOREFRONT SYSTEM.
5.78 BASE. SEE FINISH SCHEDULE.
8.17 PRINTER (NIC)
8.42 COMPUTER MONITOR BY OWNER. (NIC)
SCALE:
1/4" = 1'-0"A251B5ATTENDANCE DESK - C
SCALE:
1/2" = 1'-0"A251C1TYP. TILE PATTERN - CORRIDOR
SCALE:
1/2" = 1'-0"A251D1TYP. TILE PATTERN - RESTROOMS
NOTEALL FILE DRAWERS NEED TO BE TALL ENOUGH TO ALLOW HANGING FILES WITH TABS TO BE OPEN AND CLOSED WITHOUT TABS RUBBING
7.10
1.07
1.12
1.17
1.07
7.10
5.05
1.17
W2050
183114
W2052
361814
W2052
303114
W2052
301814
D3805
213524
B2522
363524
D4003
153524
W2369
253125
8.39
8.40
8.41
8.15
8.39
4.46
4.46
4.66
W2052
301814
W2052
301814
W2052
301814
W2052
301814
W2052
301814
W2052
301814
W2052
301814
D1123
303524
B2052
303524
B2052
303524
B2052
303524
B2052
303524
B2052
303524
B2052
303524
D1123
303524
T2052
368429
W2052
361814
W2052
303114
W2052
303114
W2052
303114
W2052
303114
W2052
303114
W2052
303114
W2052
303114
W2369
253125
D1123
303524
W2052
303114
W2052
303114
8.395.57
4.66
4.46
4.46
8.07
8.08
5.78
5.57
4.46
* * * * * * * * * *
*
* * * * * * * *
* * * * * * * **
4.46
5.57
4.46C A
8.40
8.39
4.46
5.14
8.16
5.78
4.46
5.57
5.78
8.07
5.78 5.78
5.78
W2052
303114
W2052
303114
B2052
302924
8.07
4.46
5.57
5.78 4.02
* *
* D4003
153524*
D1123
303524
D1123
303524
D1123
303524
D1123
303524
D1123
303524
W2052
303114
W2052
303114
W2052
303114
W2052
303114
W2052
303114
W1050
303114
W1050
303114
W1050
303114
W1050
303114
W1050
303114
4.46
5.57
4.46
5.78
4.46
8.39
4.46
4.46
5.57
8.39
4.46
5.78
T1050
368414
T1050
368414
W2052
363114
W2052
363114
4.46
W1830
454814
W1830
424814
B2052
422914
B2052
422914
4.46
5.14
5.78
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
32:0
2 P
M
BIM
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
INTERIOR ELEVATIONS A252
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
1/4" = 1'-0"A252A4RESTROOM - A
SCALE:
1/4" = 1'-0"A252A5RESTROOM - B
SCALE:
1/4" = 1'-0"A252B4RESTROOM - C
SCALE:
1/4" = 1'-0"A252B5RESTROOM - D
SCALE:
1/4" = 1'-0"A252C3FACULTY LOUNGE - A
SCALE:
1/4" = 1'-0"A252C4FACULTY LOUNGE - B
SCALE:
1/4" = 1'-0"A252D3FACULTY LOUNGE - C
SCALE:
1/4" = 1'-0"A252D4FACULTY LOUNGE - D
SCALE:
1/4" = 1'-0"A252A2NURSE - A
SCALE:
1/4" = 1'-0"A252A3NURSE - B
SCALE:
1/4" = 1'-0"A252B2NURSE - C
SCALE:
1/4" = 1'-0"A252B3NURSE - D
SCALE:
1/4" = 1'-0"A252C1STORAGE - A
SCALE:
1/4" = 1'-0"A252C2STORAGE - B
SCALE:
1/4" = 1'-0"A252D1STORAGE - C
SCALE:
1/4" = 1'-0"A252D2STORAGE - D
SHEET NOTES1.07 ADA COMPLIANT 42" HORIZONTAL, 36" HORIZONTAL & 18" VERTICAL GRAB BARS AT
TOILET. BASIS OF DESIGN: BOBRICK; MODEL 6806.
1.12 ADA COMPLIANT TOILET PAPER DISPENSER.
1.17 ADA COMPLIANT TOILET, WITH FLUSH CONTROLS LOCATED ON THE OPEN SIDE OFTHE TOILET.
4.02 WINDOW. SEE WINDOW TYPES.
4.46 ARCHITECTURAL MILLWORK, SEE FURNISHING PLANS, INTERIOR ELEVATIONS ANDSPECIFICATIONS.
4.66 6"X6" TILE BACKSPLASH.
5.05 MIRROR.
5.14 CHAIR RAIL. SEE FINISH SCHEDULE.
5.57 LAMINATE COUNTERTOP AND BACKSPLASH.
5.78 BASE. SEE FINISH SCHEDULE.
7.10 SINK.
8.07 REFRIGERATOR (NIC).
8.08 ICE MAKER, OWNER SUPPLIED CONTRACTOR INSTALLED.
8.15 DISHWASHER (NIC)
8.16 TELEVISION (NIC)
8.39 MICROWAVE, OWNER PROVIDED CONTRACTOR INSTALLED.
8.40 ELECTRICAL STOVETOP AND OVEN BY OWNER. (NIC)
8.41 VENDING MACHINE BY OWNER. (NIC)
SCALE:
1/4" = 1'-0"A252B1HALL 108 - A
*PROVIDE LOCKS ON INDICATED CABINETS
*PROVIDE LOCKS ON INDICATED CABINETS
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
21
NURSE RESTROOM CORRIDORHALLOFFICE
D1
A301
5.764.225.76
5.764.22 4.22
4.23
4.23
4.23 4.23
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
AB
C4
A301
121'-0"
NEW T.O.W.
______
A551
B5
4.225.764.225.76
5.76 4.225.76 4.224.234.23 4.23
4.13
6" MTL. STUD FRAMING
PRE-FINISHED METAL - ACM PANEL
PRE-FINISHED METAL - ACM PANEL
2" MTL. STUD FRAMING
100'-0"
MAIN FLOOR
116'-0"
EX. T.O.W.
A
A301C1
121'-0"
NEW T.O.W.
5.76 4.22
4.23 4.13
HSS FRAMING SEE STRUCTURAL
18" HIGH ALUMINUM LETTERING SEE ELEVATIONS AND SPECIFICATIONS
PRE-FINISHED METAL COPING ASSEMBLY -COLOR BY ARCHITECT
PRE-FINISHED METAL - ACM PANEL
PRE-FINISHED METAL - ACM PANEL
PRE-FINISHED METAL - ACM PANEL
6" MTL. STUD FRAMING
HSS - SEE STRUCTURAL
6" MTL. STUD FRAMING
HSS - SEE STRUCTURAL
PRESSURE TREATED SLOPED 2 x NAILER
PRESSURE TREATED PLYWOOD COVER PLATE
STANDING SEAM TYP.
ROOFING CRICKET
ROOFING SYSTEM TO MATCH EXISTING ROOFING SYSTEM
EXTEND ROOFING SYSTEM UP PARAPET OVER TOP OF WALL AND SECURE TO FRONT FACE OF
FLASHING, TYP.
PATCH NEW ROOFING WITH EXISTING ROOF MATERIAL. CREATE SMOOTH WATERTIGHT TRANSITION BETWEEN EXISTING AND NEW ROOF.
INSTALL NEW RIGID INSULATION OVER EXISTING METAL DECK AS REQUIRED .
6'-0
"5'
-0"
6" MTL. STUD FRAMING
5/8" EXTERIOR SHEATHING
4" x 4" STEEL ANGLE TO SUPPORT NEW METAL DECK
INSTALL NEW 12 GA. CONT. PLATE TO BRIDGE GAP FROM EXISTING ROOF DECK TO NEW STEEL ANGLE SUPPORT. SECURE TO EXISTING DECK AND ALLOW FLOAT ON NEW
ANGLE. SEE STRUCTURAL DRAWINGS
11"
R-19 BATT INSULATION
PRE-FINISHED METAL SOFFIT OVER 5/8" EXTERIOR SHEATHING OVER METAL STUD FRAMING
EXISTING ROOFING SYSTEM
EXISTING STEEL STRUCTURE TO REMAIN
EXISTING MASONRY STRUCTURE TO REMAIN
EXISTING STEEL DECK TO REMAIN
EXISTING MASONRY STRUCTURE TO REMAIN
121'-0"
NEW T.O.W.
121'-0"
NEW T.O.W.
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
32:0
7 P
M
BIM
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
BUILDING SECTIONS A301
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SHEET NOTES4.13 R-20 BATT INSULATION WITH FOIL FACE TO WARM SIDE.
4.22 CEILING SUSPENSION WIRE.
4.23 SOUND BATTS.
5.76 SUSPENDED CEILING SYSTEM, SEE REFLECTED CEILING PLANS.
SCALE:
3/16" = 1'-0"A301C4BUILDING SECTION
SCALE:
3/16" = 1'-0"A301D1BUILDING SECTION
SCALE:
3/16" = 1'-0"A301D4BUILDING SECTION
SCALE:
1/2" = 1'-0"A301C1ENTRY OVER-BUILD SECTION
PLASTIC LAMINATE TOP AND EDGE
FLOOR LINE
FACE OF WALL
RAKKS ALUMINUM SUPPORT
NOTE: PROVIDE AN UNDER MOUNTED KEYBOARD AND MOUSE TRAY
SE
E IN
TE
RIO
R E
LEV
AT
ION
S
2'-6
"
1 1/
2"
2'-1"
1"
4"
GENERAL NOTES
A. BACKSPLASH SHALL BE PROVIDED ON BACK WALL AND SIDE WALL WHERE PLUMBING IS SHOWN AS PART OF THE CABINETRY. IF NO PLUMBING IS PRESENT A BACKSPLASH SHALL NOT BE REQUIRED. BACKSPLASH SHALL BE 3/4" THICK AND 4" MINIMUM IN HEIGHT, TO MATCH COUNTERTOP FINISHED MATERIAL. PROVIDE BULLNOSE TOP AND RADIUS BACKSPLASH BOTTOM.
B. COUNTERTOPS SHALL BE (2) LAYERS 3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH AT COUNTERTOP, UNLESS OTHERWISE NOTED. FRONT EDGE SHALL HAVE HALF BULLNOSE FINISH.
C. IF THE TOP OF THE CABINET IS LESS THAN 18" AWAY FROM THE FINISHED CEILING ENCLOSURE, A PLASTIC LAMINATE PANEL SHALL BE REQUIRED.
D. SEE ENLARGED FLOOR PLANS ON A401 FOR GROMMET AND HOLE PLACEMENT.
PLASTIC LAMINATE TOP AND EDGE
SCHEDULED BASE
FLOOR LINE
ACCENT PL-3, SEE FINISH SCHEDULE AND SPECIFICATIONS
1 1/
2"S
EE
INT
ER
IOR
ELE
VA
TIO
NS
2'-6
"
2'-6"
RAKKS ALUMINUM SUPPORT
1"
LOWER CABINET WHERE OCCURS
PLASTIC LAMINATE TOP AND EDGE
SCHEDULED BASE
FLOOR LINE
ACCENT PL-3, SEE FINISH SCHEDULE AND SPECIFICATIONS
1 1/
2"S
EE
INT
ER
IOR
ELE
VA
TIO
NS
2'-6
"
2'-11"
RAKKS ALUMINUM SUPPORT
6"
LOWER CABINET WHERE OCCURS
PLASTIC LAMINATE TOP AND EDGE
DASHED LINES INDICATE GROMMET HOLES - SEE GENERAL NOTES
ELECTRICAL CHASE WITH ACCESS PANEL. COORDINATE WITH ELECTRICAL DRAWINGS
BASE-- SEE FURNISHINGS PLAN
INTERMEDIATE PLASTIC LAMINATE SUPPORTS AS REQ'D. MINIMUM 12" WIDE SPACING
26"
18"
44"
BASE-- SEE FURNISHINGS PLAN
OPEN
14"
11"
6"
12"
ACCENT PL-3, SEE FINISH SCHEDULE AND SPECIFICATIONS
12 1
/2"
PLASTIC LAMINATE OVER PLYRON
4'-0"
4"
1 1
/2"
3'-9"
1 1
/2"
3/4"
3/4"
4'-0"
4 3/4"
3/4" 4"
2 1
/2"
3'-7"
2 1
/2"
3/4"
1/2
"1/2
"
4'-0"
EQ 1/8" EQ
4'-0"
2 1/2" 1'-7" 2 1/2"
4'-0"
1" 3'-10" 1"
4'-0"
1 1
/2"
3'-9"
1 1
/2"
2 1
/2"
3'-7"
2 1
/2"
2'-0"
2 1
/2"
3'-7"
2 1
/2"
2 1/2" 1'-7" 2 1/2"
2'-0"
2 1/2" 1'-7" 2 1/2"
2 1
/2"
3'-7"
2 1
/2"
4'-0"
A - CABINET SECTION B - SIDE ELEVATION C - DOOR SECTION
(DOORS SHOWN OPEN)
CONTINUOUS 1" PIANO HINGES,
BOTH SIDES
3/4" MDF PANEL STAIN GRADE WALNUT VENEER AT SIDES, TOP, AND BOTTOM
DRY ERASE SURFACE OVER 3/4" MDF PANEL AT BACK
FAS GRADE FLAT-SAWN SOLID WALNUT WOOD STILE AND RAIL
STAIN GRADE 1/4" WALNUT G2S CENTER PANELS WITH DRY ERASE SURFACE AT INSIDE FACES OF DOORS, BETWEEN STILES AND RAILS.
FAS GRADE FLAT-SAWN SOLID WALNUT WOOD STILE AND RAIL
1/2" ROUND MAGNETIC DOOR
CATCHES
CONTINUOUS 1" PIANO HINGES,
BOTH SIDES
1/2" ROUND MAGNETIC DOOR
CATCHES
ROUTED RECESSES AT
INSIDE BOTTOM OF CENTER
DOORS FOR FINGER PULLS
STAIN GRADE 1/4" WALNUT G2S CENTER PANELS WITH DRY ERASE SURFACE AT INSIDE FACES OF DOORS, BETWEEN STILES AND RAILS.
FAS GRADE FLAT-SAWN SOLID WALNUT WOOD STILE AND RAIL
STAIN GRADE 1/4" WALNUT G2S CENTER PANELS WITH DRY ERASE SURFACE AT INSIDE FACES OF DOORS, BETWEEN STILES AND RAILS.
GENERAL NOTE: ALL STAIN GRADE WALNUT WOOD VENEERS TO BE TO BE FLAT-SAWN,
BOOKMATCHED.
3/4" MDF PANEL STAIN GRADE WALNUT VENEER AT SIDES, TOP, AND BOTTOM
DRY ERASE SURFACE OVER 3/4" MDF PANEL AT BACK
STAIN GRADE 1/4" WALNUT G2S
CENTER PANELS WITH DRY ERASE
SURFACE AT INSIDE FACES OF
DOORS, BETWEEN STILES AND RAILS.
FAS GRADE FLAT-SAWN SOLID WALNUT WOOD STILE AND RAIL
FAS GRADE FLAT-SAWN SOLID
WALNUT WOOD STILE AND RAIL
BOTTOM SCROLL FOR MARKERS
FRONT ELEVATION
(DOORS SHOWN CLOSED)
FRONT ELEVATION
CA
1 7/8" 3/4" 1'-6"
6"
3"
3"
3" 6" 6" 3"
3/4" FLAT-SAWN FAS GRADE SOLID WALNUT, EASED EXPOSED EDGES, FINISHED TO MATCH NEW ADJACENT MILLWORK
(3) COAT HOOKS, SUGATSUNE DSH-P5-20, SATIN STAINLESS FINISH
FRONT VIEWSIDE VIEW
HARDWOOD
4"
3/4"
CONTINUOUS 1/8" EXTRUDED ALUMINUM CHANNEL WITH 1/4"CORK.
1/4" SCREW @ 24" O.C.
ELEV. 105'-0"
BOTTOM OF CHANNEL
SEE WALL TYPES
NOTE: SEE FURNISHINGS PLAN FOR LOCATIONS
2"
TILE WHERE OCCURS
DISTRICT STANDARD MILLWORK NOTES
A. ALL CONSTRUCTION OF MILLWORK BOXES SHALL BE OUT OF 3/4" PREMIUM MULTI-CORE PANEL PRODUCTS SUCH AS PLYRON OR SPECTRACORE MATERIALS.
B. EACH CLASSROOM KEYED TO ITS OWN KEY AND ALL CLASSROOMS KEYED UNDER A CABINET MASTER KEY THAT SHOULD FIT ALL INSTALLED CABINETS THROUGHOUT BUILDING.
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
MILLWORK DETAILS A551
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
1" = 1'-0"A551A5COMPUTER COUNTER
SCALE:
1" = 1'-0"A551C5RECEPTION COUNTER
SCALE:
1" = 1'-0"A551B5RECEPTION COUNTER
SCALE:
1" = 1'-0"A551D5RECEPTION DESK SECTION @ CUBBIES
SCALE:
1" = 1'-0"A551C1WOOD ENCASED MARKER BOARD
SCALE:
1 1/2" = 1'-0"A551D2COAT HOOK DETAIL
SCALE:
1 : 1A551D1CHAIR RAIL MOULDING
SCALE:
6" = 1'-0"A551D3TACK STRIP DETAIL
J. COORDINATE KEYING TYPE AND SCHEDULE WITH OWNER.K. ALL DOOR CLOSURES TO BE SET IN ACCORDANCE WITH THE ADA REDUCED
OPENING FORCE REQUIREMENTS. L. SEE SPECIFICATIONS FOR DOOR HARDWARE.
GENERAL NOTES
A. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS OF ALL OPENINGS PRIOR TO THE FABRICATION OF ALL DOORS AND FRAMES.
B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLANS. THE INTENT OF THE DETAILS IS TO BE FOLLOWED. CONSULT THE ARCHITECT WHEN QUESTIONS ARISE.
C. ALL EXIT ACCESS DOORS AND EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. USE OF MANUAL FLUSH BOLTS, EDGE BOLTS, TOP OR BOTTOM BOLTS, ETC., IS PROHIBITED.
D. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM.
E. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE REQUIRED FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE 5 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION.
F. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC DOORS, POWER ASSISTED DOORS, AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHEN NARROW STILE AND RAIL DOORS ARE USED, A 10" MINIMUM, SMOOTH PANEL, EXTENDING THE FULL WIDTH OF THE DOOR, SHALL BE INSTALLED ON THE PUSH SIDE(S) OF THE DOOR WHICH ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED.
G. ALL DOOR LOCKSETS AND PANIC DEVICES SHALL BE ADA COMPLIANT LEVER TYPE.
H. CAULK HEAD, JAMBS, AND SILLS OF ALL DOORS AND WINDOWS WITH SEALANT CONTINUOUSLY APPLIED TO BOTH SIDES OF THE FRAMES.
GLAZING SCHEDULE
1
2
3
4
5
1" INSULATED TEMPERED CLEAR LOW-E GLASS - PPG SOLARBAN 70 XL (2)
1" INSULATED ANNEALED CLEAR LOW-E GLASS - PPG SOLARBAN 70 XL (2)
1/4" TEMPERED CLEAR LOW-E GLASS
1/4" ANNEALED CLEAR LOW-E GLASS
1" INSULATED METAL PANEL
NOTE:-EXTERIOR DOORS & WINDOWS TO BE GLAZING TYPES 1 & 2-INTERIOR DOORS AND WINDOWS TO BE GLAZING TYPES 3 & 4-TEMPERED GLASS WITHIN 4'-0" OF ANY DOOR/OPENING
FINISHED FLOORB C D E
2"7'
-0"
7'-2
"
A
2"7'
-0"
7'-2
"
2" 3'-0" 2" 1'-0" 2"
4'-6"
10"
2'-2
"6"
3'-2
"4"
7'-0
"
4" 2'-4" 4"
3'-0"
10"
2'-4
"6"
2'-1
0"6"
2"
2'-4
"
4"
2'-0
"
3'-4"
2" 3'-0" 2"
7'-2
"
2"7'
-0"
6'-4"
2" 3'-0" 3'-0" 2" 2" 6" 2'-0" 6" 2"
3'-4"
7'-2
"
7'-0
"
4"3'
-2"
6"2'
-2"
10"
6'-0"
4" 2'-4" 4"4" 2'-4" 4"
7'-2
"
F
2"7'
-0"
5'-4"
2" 3'-0" 2" 1'-10" 2"
FINISHED FLOOR
A
1 1 1
11
2"2'
-8"
2"6'
-10"
2"
10'-0
"
2'-3 3/8" 2" 6'-0" 2" 2'-3 3/4" 2"
11'-1" FIELD VERIFY
B
3 3 3
33
2'-3 3/8" 2" 6'-0" 2" 2'-2 3/8" 2"
10'-11 5/8" FIELD VERIFY
2"2'
-8"
2"6'
-10"
2"
10'-0
"
C
1 3 3
1 3 3
3 4
4
4 3 3 3
34
2"6'
-10"
2"2'
-8"
2"
10'-0
"
25'-10 5/8"
2" 2'-9 5/8" 4" 1'-2" 2" 3'-0" 2" 2'-5 1/2" 2" 2'-6 1/2" 4" 3'-1" 2" 2'-11" 2" 3'-0" 2" 2'-11" 2"
3
F
4
2"3'
-8"
2"
4'-0
"3'
-0"
7'-0
"
2" 4'-1 7/8" 2"
4'-5 7/8"
5
J
2
5 5 5
55
22
2" 3'-9" 2" 3'-10" 2" 3'-9" 2"
12'-0"
2"3'
-2"
2"4'
-8"
2"2'
-10"
2"
11'-4
"
5
H
5
H
2"7'
-8"
2"3'
-2"
2"
2" 3'-8" 2"
4'-0"
11'-4
"
FINISHED FLOOR
ED
2
2
2
2
2
2
22
2 2
7'-0
"3'
-0"
2"2'
-8"
2"3'
-10"
2"
10'-0
"
2" 3'-4" 2" 3'-4" 2"
7'-2" 15'-2"
3'-4" 2" 7'-10" 2" 3'-4" 2"
9.04
4'-0
"3'
-0"
7'-0
"
2"3'
-8"
2"
6'-1"
2" 5'-9" 2"
4
G
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
32:1
1 P
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
DOOR AND WINDOWS A601
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
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CU
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TS
DOOR SCHEDULE
MARK TYPE
DOOR SIZE MATERIAL
HA
RD
WA
RE
RATING COMMENTS
WIDTH HEIGHT DO
OR
FR
AM
E
100 E 6'-0" 7'-0" ALUM. ALUM. AL-01
100B A 3'-0" 7'-0" WD-PLAM HM 07 90 MIN.
101A D 3'-0" 7'-0" ALUM. ALUM. AL-03 ADA OPENER
101B D 3'-0" 7'-0" ALUM. ALUM. AL-04 MAG HOLD WITH PUSH BUTTON RELEASE UNDER OFFICE DESKS ELECTRIC STRIKE
101C MILLWORK 3'-0" 2'-6" WD-PLAM HM 10 270d SWING DOOR BUILT INTO MILLWORK WITH LOCKING HASP IN CLOSED AND EACH OPEN POSITION
102 B 3'-0" 7'-0" WD-PLAM HM 02 MAG HOLD WITH PUSH BUTTON RELEASE UNDER PRINCIPALS DESK
103 A 3'-0" 7'-0" WD-PLAM HM 03
104 A 3'-0" 7'-0" WD-PLAM HM 08
105 F 3'-0" 7'-0" WD-PLAM HM 04
106 F 3'-0" 7'-0" WD-PLAM HM 04
107 F 3'-0" 7'-0" WD-PLAM HM 03
108 B 3'-0" 7'-0" WD-PLAM HM 05
109 A 3'-0" 7'-0" WD-PLAM HM 01
110 A 3'-0" 7'-0" WD-PLAM HM 01
111 A 3'-0" 7'-0" WD-PLAM HM 01
112 D 3'-0" 7'-0" WD-PLAM ALUM. 04
113A E 6'-0" 7'-0" ALUM. ALUM. AL-02 MAG HOLD WITH PUSH BUTTON RELEASE UNDER OFFICE DESKS
113B C 6'-0" 7'-0" WD-PLAM HM 09 90 MIN.
S21
S21
S21
SCHEDULED WALL, SEE WALL TYPES ON A004CONTINUOUS CAULK BOTH SIDES
HOLLOW METAL FRAME
DOOR. SEE SCHEDULE
1/2"
2"
5 7/8"
TYP.1/2"
5 7/8"
1/2"
2"
SCHEDULED WALL, SEE WALL TYPES ON A004
CONTINUOUS CAULK BOTH SIDES
HOLLOW METAL FRAME
REMOVABLE METAL GLAZING STOP
GLAZING - SEE SCHEDULE
1/2"
1/2"
2"
SCHEDULED WALL, SEE WALL TYPES ON A004
CONTINUOUS CAULK BOTH SIDES
HOLLOW METAL FRAME
REMOVABLE METAL GLAZING STOP
GLAZING - SEE SCHEDULE
TYP.1/2"
SCHEDULED WALL, SEE WALL TYPES ON A004CONTINUOUS CAULK BOTH SIDES
HOLLOW METAL FRAME
DOOR. SEE SCHEDULE
1/2"2"
5 7/
8"
5 7/
8"
1/2"2"
SCHEDULED WALL, SEE WALL TYPES ON A004
CONTINUOUS CAULK BOTH SIDES
HOLLOW METAL FRAME
REMOVABLE METAL GLAZING STOP
GLAZING - SEE SCHEDULETY
P.
1/2"
DOOR CLOSER
4" MAXIMUM PROJECTION INTO CLEAR WIDTH
WHERE VISION LIGHTS ARE PROVIDED, LIGHTS SHOULD EXTEND TO WITHIN 43" OF FINISHED FLOOR
DOOR HARDWARE TO BE LOCATED BETWEEN 34" AND 40" ABOVE FINISHED FLOORBOTTOM 10" OF DOOR SURFACE TO BE SMOOTH
34"
(NO
PR
OJE
CT
ION
S P
ER
MIT
TE
D)
32"
(MINIM
UM CLEAR W
IDTH)
90 DEGREES
NOTE: HARDWARE TO BE OPERATED WITH ONE HAND, WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THRESHOLDS ARE LIMITED TO 1/2" MAXIMUM HEIGHT. INTERIOR DOORS, OTHER THAN FIRE DOORS, SHOULD BE ABLE TO BE OPERATED WITH 5 POUNDS OF FORCE. EXTERIOR DOOR AND FIRE DOORS ARE REGULATED BY THE AUTHORITY HAVING JURISDICTION. REFER TO ANSI STANDARD A117.1 FOR APPROACH REQUIREMENTS.
SOLID SURFACE SILL
CLEAR CAULK CONTINUOUS BOTH SIDES.
CLEAR ACRYLIC INFILL.
PRE-FINISHED METAL END CAP TO MATCH EXISTING WINDOW MULLIONS
CLEAR CAULK CONTINUOUS BOTH SIDES.
SCHEDULED WALL. SEE WALL TYPES.
5/8" TYPE "X" GYP. BOARD, PAINTED AS PER FINISHED SCHEDULE.
3 5/8" METAL STUD FRAMING FROM FLOOR TO EXISTING SILL.
3 5/8" METAL STUD FRAMING FROM SILL TIED TO STRUCT. ABOVE.
ALUMINUM WINDOW SYSTEM GLAZING.
TOP TRACK
SECTION OF TRACK USED AS HEADER CONNECTION
HEAD TRACK
CRIPPLE STUD
METAL STUD
CLOSURE TRACK EXTENDED ABOVE OPENING AS REQUIRED FOR STRENGTH
MULTIPLE STUDS BACK-TO-BACK AS REQUIRED
BOTTOM TRACK
NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS.
TOP TRACK
SECTION OF TRACK USED AS HEADER CONNECTION
NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS.
HEADER BEAM
METAL STUD
CRIPPLE STUD
CLOSURE TRACK EXTENDING ABOVE AND BELOW OPENING AS REQUIRED FOR STRENGTH
MULTIPLE BACK-TO-BACK STUDS AS REQUIRED
SILL TRACK
CRIPPLE STUD
BOTTOM TRACK
ARC WELD (3) PLACES EACH AUXILIARY
REINFORCEMENT
AUXILIARY HINGE REINFORCEMENT
PLASTER GUARD
STANDARD HINGE REINFORCEMENT
METAL DOOR FRAME
NOTE:1. THIS CONDITION OCCURS AT ALL HOLLOW METAL FRAMES.2. REINFORCEMENT REQUIRED AT TOP AND BOTTOM HINGES.
DOUBLE RABBET FRAME
SEE WALL TYPE
METAL STUD HEADER -SEE FRAMING PLANS
CONTINUOUS CAULK BOTH SIDES
ALUMINUM STOREFRONT WINDOW FRAME
GLAZING - SEE SCHEDULE
PRE-FINISHED ALUMINUM WINDOW
1" THICK SOLID SURFACE WINDOW SILL
SHIM AS REQUIRED
SEALANT AND BACKER ROD BOTH SIDES
SEE WALL TYPES
4 1/2"
1"
SEALANT WITH/ BACKER ROD BOTH SIDES
WINDOW SYSTEM. SEE WINDOW TYPES
EXTERIOR ACM PANEL, WHERE OCCURS
26 GAUGE "J" METAL1/2" 4 1/2"
EXISTING WALL
AIR SPACE
SEALANT WITH/ BACKER ROD BOTH SIDESALUM. WINDOW & ENTRY SYSTEM - SEE WINDOW TYPES
CEILING SYSTEM, SEE REFLECTED CEILING PLANS
SEE STRUCTURAL DETAILS
STUDS @ 16" O.C.
ROOF DECK ABOVE
NOTE:
REVIEW MECHANICAL OPENINGS REQ. FOR AIR FLOW INSULATION
PAINTED BEAM, SEE STRUCTURAL AESS
SEALANT WITH/ BACKER ROD BOTH SIDESWINDOW SYSTEM. SEE WINDOW TYPES
ACM PANELS
26 GAUGE "J" METAL
1/2"
4 1/
2"
AIR GAP
EXISTING WALL
FRAME MASONRY ANCHORS
CONTINUOUS SEALANT W/ BACKER ROD EACH SIDE
PAINTED HOLLOW METAL FRAME
DOOR, SEE SCHEDULE
EXISTING WALL
2"
6"
EXISTING WALL
CONTINUOUS SEALANT W/ BACKER ROD EACH SIDE
DOOR, SEE SCHEDULE
6"
PAINTED HOLLOW METAL FRAME (3 COATS). GROUT SOLID
4"
EXISTING WALL
CONTINUOUS SEALANT W/ BACKER ROD EACH SIDE
GLAZING, SEE SCHEDULE
PREFINISHED ALUMINUM STORE FRONT
CONTINUOUS SEALANT W/ BACKER ROD EACH SIDE
EXISTING WALL
PREFINISHED ALUMINUM STORE FRONT
GLAZING. SEE SCHEDULE
EXISTING MASONRY WALL
ALUMINUM STOREFRONT
WINDOW FRAME NEW FURRING CHANEL
NEW 5/8" GYP BOARD
SOLID SURFACE WINDOW SILL
SHIM AS REQUIRED
SEALANT AND BACKER ROD
BOTH SIDES
METAL FLASHING
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISI DAT
24 JAN, 2019
1/23
/201
9 1:
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
DOOR & WINDOW DETAILS A602
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
DO
CU
MEN
TS
SCALE:
1 1/2" = 1'-0"A602C3HOLLOW METAL DOOR HEAD DETAIL
SCALE:
1 1/2" = 1'-0"A602C4HOLLOW METAL WINDOW HEAD DETAIL
SCALE:
1 1/2" = 1'-0"A602D4HOLLOW METAL WINDOW SILL DETAIL
SCALE:
1 1/2" = 1'-0"A602D3HOLLOW METAL DOOR JAMB DETAIL
SCALE:
1 1/2" = 1'-0"A602B4HOLLOW METAL WINDOW JAMB DETAIL
SCALE:
1/4" = 1'-0"A602B1ACCESSIBLE DOOR
SCALE:
1 1/2" = 1'-0"A602A5WALL TO WINDOW DETAIL
SCALE:
NOT TO SCALEA602B6METAL STUD FRAMING DETAIL - DOOR
SCALE:
NOT TO SCALEA602A6METAL STUD FRAMING DETAIL - WINDOW
SCALE:
1 1/2" = 1'-0"A602C6TYPICAL HOLLOW METAL FRAME
SCALE:
1 1/2" = 1'-0"A602B3ALUM. WINDOW HEAD DETAIL
SCALE:
1 1/2" = 1'-0"A602D5ALUM. WINDOW SILL DETAIL
SCALE:
1 1/2" = 1'-0"A602C5ALUM. WINDOW HEAD - EXTERIOR
SCALE:
1 1/2" = 1'-0"A602A4WINDOW HEAD - CEILING SUPPORT
SCALE:
1 1/2" = 1'-0"A602B5ALUM. WINDOW JAMB - EXTERIOR
SCALE:
1 1/2" = 1'-0"A602D2DOOR JAMB - CMU
SCALE:
1 1/2" = 1'-0"A602C2DOOR HEAD - CMU
SCALE:
1 1/2" = 1'-0"A602C1WINDOW HEAD - CMU
SCALE:
1 1/2" = 1'-0"A602D1WINDOW JAMB - CMU
SCALE:
1 1/2" = 1'-0"A602A2WINDOW JAMB - METAL FLASHING
NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS. METAL STUD
FASTEN BOTTOM PLATE TO FLOOR STRUCTURE
SCHEDULED BASE
SCHEDULED FLOOR
NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS.
METAL STUD
CHANNEL FASTENED TO STRUCTURE ABOVE, PERMITTING PARTITION TO SLIDE AT TOP WHILE RESTRAINING IT FROM LATERAL MOVEMENT
ACOUSTICAL SEALANT
1" M
IN.
SCREW STRAP TO EACH STUD
NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS.
18 GAUGE LATERAL STABILITY STRAP BOTH SIDES
BOTTOM TRACK -GAUGE AS REQUIRED TO TRANSFER LOADS
SCREW AS REQUIRED
MULTIPLE MEMBERS AT ENDS AS REQUIRED
STRUCTURAL ANGLE AND ANCHOR BOLTS AS REQUIRED
NOTE: ALL METAL STUD FRAMING TO BE IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE STANDARDS.
18 GAUGE LATERAL STABILITY STRAP BOTH SIDES. LAP STRAP SPLICES 4" MIN.
SCREWS AS REQUIRED AT EACH STUD
SOLID BLOCKING LOCATED AT EACH END OF WALL AND ADJACENT TO OPENINGS
SCREWS AS REQUIRED
4" 1/2"
2
1
CERAMIC TILE
BOND COAT
MARBLE THRESHOLD. HEIGHT AS REQUIRED.
ADJACENT FLOOR
1/4"
MA
X1/
4" T
O 1
/2"
MA
X
1
2
NOTE: CHANGES IN LEVEL GREATER THAN 1/2" MUST BE RAMPED WITH 1:12 MAXIMUM SLOPE. CHANGES IN LEVEL IN CLEAR FLOOR SPACE, MANEUVERING CLEARANCES, WHEELCHAIR TURNING SPACE AND ACCESS AISLES ARE PROHIBITED.
CONCRETE SLABREINF. PER STRUCTIRAL
MARBLE THRESHOLD
TILE FLOORING, LAY FLUSH WITH OTHER FLOORING, SLOPE TO DRAINS
SETTING BED
TILE, EPOXY PAINTED CONCRETE OR CARPETSEE FURNISHINGS PLAN
3/4
"
1/4
"
1/4" 1/4"
2"
TY
P.
2"
GROUT
CEMENTITIOUS BOND COAT
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:
PROJECT #:
PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.
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SUNRISE ELEMENTARY OFFICE
REMODEL
1542 E. 11245 S.SANDY, UT 84092
MISCELLANEOUS DETAILS A701
24 JAN, 2019
CMA 17-006.5CLL
KWM
BID
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SCALE:
NOT TO SCALEA701D4WALL TO FLOOR DETAIL
SCALE:
NOT TO SCALEA701D2WALL DEFLECTION DETAILSCAL
E:NOT TO SCALEA701D1
METAL STUD STRAP DETAIL
SCALE:
NOT TO SCALEA701C1METAL STUD BLOCKING DETAIL
SCALE:
6" = 1'-0"A701C2FLOOR TRANSITIONS
SCALE:
1/4" = 1'-0"A701C4FLOOR TRANSITIONS
SCALE:
6" = 1'-0"A701C5TYP. MARBLE TRESHOLD DETAIL
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OFCURTIS MINER ARCHITECTURE AND MAY NOTBE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
ALL DRAWINGS, PLANS AND DETAILS AREINSTRUMENTS OF SERVICE AND SHALL
REMAIN THE PROPERTY OF CALDERRICHARDS CONSULTING ENGINEERS AND ARE
NOT SUITABLE FOR REUSE NOR INTENDEDFOR ANY OTHER PROJECT.
1/23
/201
910
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.rvt
SUNRISE ELEMENTARYOFFICE UPGRADE
1542 E 11245 SSANDY, UTAH 84092
STRUCTURAL NOTES S001
1/24/2019CMA 17-006.5
HTUKGC
BID
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STRUCTURAL DESIGN CRITERIARisk Category: IIIRoof:
Dead Load: DL = 25 PSF (Assumed)Ground Snow Load: Pg = 47 PSFFlat Roof Snow Load: Pf = 36 PSFSnow Exposure Factor: Ce = 1.0Snow Importance Factor: I = 1.10Thermal Factor: Ct = 1.0
Wind Load:Basic Wind Speed: V = 120 MPH (3 Sec Gust)Importance Factor: I = 1.0Wind Exposure: "C"
Seismic:Procedure: Equivalent Lateral ForceSite Class: DImportance Factor: I = 1.25Seismic Design Category: DSpectral ResponseAccelerations: Ss = 1.468
S1 = 0.528Spectral Response Coef: SDS = 0.979
SD1 = 0.528Basic Seismic-Force-Resisting System:
Intermediate Reinforced Masonry Shear WallsR=3.5, Omega=2.5, Cd=2.25
Soils:Net Allowable Soil Pressure = 1500 PSF, (Assumed, & to be field verified by a
licensed Geotechnical Engineer).
GENERAL1. All details, sections, and notes shown on the drawings are intended to be
typical and shall apply to similar situations elsewhere unless noted or shownotherwise. Notes and details on drawings shall take precedence over theseGeneral Notes. General Notes shall take precedence over the Specifications.
2. Refer to the Specifications for information not covered by these General Notesor the Structural Drawings.
3. See the Architectural Drawings for dimensions, doors, windows, non-bearinginterior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses,depressions, railings, waterproofing, finishes, chamfers, kerfs, etc.
4. All design, construction, and inspection shall be in conformance with the 2015International Building Code.
5. The Contractor shall verify all dimensions and conditions at the site.6. All omissions or conflicts between the various elements of the working
drawings and/or Specifications shall be brought to the attention of the Architectand/or Structural Engineer before proceeding with any work involved.
7. The Structural Drawings shall be used in conjunction with the entire set ofConstruction Drawings. This means that detailing and shop drawingproduction for structural elements will require information that is contained onthe Architectural and/or other consultants' drawings. The Structural Drawingsmay not show all dimensions, slopes, elevations, depressions, mechanicalhousekeeping pads, etc. The Contractor shall verify all dimensions that areshown on the Structural Drawings with the Architectural and/or otherconsultants' drawings. Any discrepancies shall be brought to the attention ofthe Architect and/or Structural Engineer before proceeding with any workinvolved.
8. Drawings indicate the finished product. They do not indicate a method ofconstruction. Contractor shall take all precautions necessary to protect thestructure during construction. Such precautions shall include, but not belimited to, bracing, shoring for construction equipment, etc.
9. The Contractor shall be responsible for compensating the Owner for anychanges made as a result of a deviation from the Contract Documents,deviation from the Specifications, faulty materials, or faulty workmanship.
10. Options are for the Contractor's convenience. The Contractor shall beresponsible for coordinating all required design changes. Cost associated withany design work initiated by the option shall be borne by the Contractor.
11. Contractor shall be responsible for safety and protection within and adjacent tothe job site.
12. Temporary shoring and bracing shall be provided wherever necessary tosupport all loads to which the structure may be subjected including wind andsoil loads. Such bracing shall be left in place as long as may be required forsafety or until all structural elements are complete.
13. During and after construction the Contractor and/or Owner shall keep loads onthe structure within the limits of the design loads.
14. The General Contractor shall have Shop Drawings reviewed by the Architectprior to the fabrication or erection for the following items: Reinforcing Steel,Structural Steel, Concrete Mix Design.
15. Observation visits to the job site by field representatives of Calder RichardsConsulting Engineers shall neither be construed as inspection nor approval ofconstruction.
16. Sizes, locations, and anchorages of equipment shall be verified in the field withequipment manufacturers (suppliers) prior to placing concrete or fabricatingsteel.
17. Thermal or moisture protection, furnishings, doors, windows, equipment,mechanical, electrical, finishes, siding, paneling, and veneers are not part ofthe responsibility of the Structural Engineer.
QUALITY ASSURANCE PLAN1. Special Inspection shall be provided by the Owner according to IBC Chapter
17 for the items identified in this section and on the Contract Documents. SeeStructural Special Inspection Schedule below for additional information onSteel, Concrete, Masonry, and Soils Special Inspection requirements.
2. The names and credentials of Special Inspectors to be used shall be submittedto the Building Department when applying for a Building Permit.
3. Special Inspection Reports shall be delivered to the Engineer of Record,Architect, and Owner (as requested) bi-weekly or more frequently as requiredby the Inspector or Building Official.
4. Off-Site Fabrication: Where fabrication of structural load-bearing membersand assemblies are being performed on the premises of a fabricator's shop,special inspection of the fabricated items shall be in accordance with IBCSection 1704.2.5 unless the fabricator is approved according to IBC Section1704.2.5.1.
5. Steel Construction: Special Inspections for steel elements shall be provided inaccordance with Section 1705.2, Chapter N of AISC 360-10, and Chapter J ofAISC 341-10.
6. Welding: Welding Inspection shall be provided in accordance with SectionsN5.4 and N5.5 of AISC 360-10. Elements that are part of the Seismic-Force-Resisting System shall also be inspected according to Section J6 of AISC341-10.
7. High-Strength Bolts: Special Inspection shall be provided for installation ofhigh-strength bolts in accordance with Section N5.6 of AISC 360-10.
8. Concrete Construction: Special Inspections and verifications shall be providedin accordance with Section 1705.3 and Table 1705.3 of the IBC.
9. Masonry Construction: Level B Special Inspection shall be provided formasonry construction in accordance with IBC Section 1705.4 and Section3.1.2 of TMS 402-13 / ACI 530-13 / ASCE 5-13.
10. Soils: Special Inspection shall be provided for placement of fill in accordancewith Section 1705.6 and Table 1705.6.
11. Epoxy Anchors: Prior to and during epoxy injection to ensure properinstallation as per manufacturer's requirements. Contractor shall submitproposed Epoxy Manufacturer's ICC-ES Report to Structural Engineer prior toinstallation.
STRUCTURAL OBSERVATIONCalder Richards Consulting Engineers shall be notified by the Contractor 5business days before the completion of the items listed in this section so thatStructural Observation may be performed in accordance with IBC Section 1704.6.The observations will be performed at the discretion of Calder Richards ConsultingEngineers.
1. After steel items have been placed.
FOOTINGS1. All footings shall bear on 12" minimum into original undisturbed earth or on
engineered fill compacted to 95% of maximum relative density based onASTM D1557. Such fill shall be placed in layers not to exceed 6" in depth aftercompaction and shall extend down to in-situ granular soils.
2. Footing elevations shown on plan are top of footings and are minimum depth.Different or unusual conditions shall be reported to the Architect and/orEngineer.
3. Exterior wall footings shall bear at a minimum depth of 2'-6" below finishedexterior grade.
4. NO footings shall be placed in water or on frozen ground.5. DO NOT back fill behind foundation walls until top and bottom slabs have been
poured and attained their design strengths.6. Back fill both sides of foundation walls at same time to prevent overturning.7. Wall footings, where not shown otherwise, shall be 12" thick with an 8" spread
each side of wall and provided with (1) #5 x continuous at bottom for each 8"of footing width.
8. Where a pipe passes through an interior or exterior foundation wall, step thefooting down to pass below pipe and then step back up to indicated elevation.Provide pipe sleeve through foundation wall.
9. All footing excavations shall be examined by a Geotechnical Engineer forverification of adequate bearing conditions before placing concrete.
REINFORCING STEEL1. All reinforcement shall be detailed and placed in accordance with ACI Detailing
Manual 315-99 and ACI Standard 318-14.2. Reinforcing steel shall be ASTM A615 Grade 60.3. Welded wire fabric shall conform to ASTM A185. Lap one mesh tie.4. All reinforcement shall be securely tied and held in place.5. Provide accessories recommended by the CRSI necessary to properly support
reinforcing at positions shown on plans.6. Reinforcing bars that are to be welded, including Deformed Bar Anchors (DBA)
shall comply with ASTM A706 or another weldable grade and shall be weldedin accordance with the AWS recommendations.
7. All continuous reinforcement shall terminate with a 90 degree turn or aseparate corner bar. All splices shall have a minimum lap or embedment perReinforcing Schedule.
8. Where the length of a bar is given and it is to be hooked, the hook shall be inaddition to the length given, unless shown otherwise.
9. Cover to main reinforcement from adjacent surfaces shall be as follows unlessshown otherwise:A. Unformed surfaces in contact with ground or
exposed to the weather (bottom of footings)........ 3"B. Slabs on Grade.................................................... 2"C. Formed surfaces in contact with the ground
or exposed to the weather (Grade Beams,Walls, etc), Beams and Columns......................... 2"
D. Structural Slabs and Joints not exposedto weather or earth............................................... 1"
E. Interior Wall surfaces........................................... 1"F. Interior Beams and Columns............................... 1 1/2"G. In all cases minimum cover shall not be
less than the diameter of adjacent bars.10. Prior to fabrication and placement, Shop Drawings for all reinforcing steel shall
be reviewed by the Structural Engineer.
CONCRETE1. Concrete shall attain the following minimum compressive strengths at 28 days:
Footings ................................................... 4000 PSIFoundation Walls ..................................... 4000 PSIExterior Flat Work ..................................... 5000 PSI
2. The various concrete items are assigned to the following Exposure Categoriesand Classes per Section 19.3 of ACI 318-14:
Footings ........................................... F1, S0, W0, C1Foundation Walls.............................. F1, S0, W0, C1Exterior Flat Work ............................. F1, S0, W0, C2
See Table 19.3.1.1 of ACI 318-14 for explanations of Categories and Classeslisted above.
3. A Statement of Mix Design for all concrete shall be submitted to and reviewedby the Structural Engineer prior to commencing work. All mix designs shallincorporate requirements and restrictions found in Section 19.3 & Tables19.3.1.1, 19.3.2.1, and 19.3.3.1 of ACI 318-14. If two or more requirementsare in conflict, the more restrictive requirement shall be followed.
4. All concrete work shall be placed, cured, stripped, and protected as directed bythe specifications and ACI Standards and Practices.
5. Dowel vertical bars 36 diameters into structure above and footings below.Provide 90 degree hook where 36 diameter is not possible. In addition,provide (2) #5 continuous bars top and bottom of 6" and 8" walls and (2) #6bars top and bottom of walls 10" or thicker.
6. Before concrete is poured, check with all trades to ensure proper placement ofall openings, sleeves, curbs, conduits, bolts, inserts, etc, relative to work.NO aluminum conduit nor product containing aluminum nor any other materialinjurious to concrete shall be embedded in concrete.
7. Place (2) #5 bars minimum around all openings in concrete (unless otherwiseshown or noted) and project 24" beyond corner of opening.
8. Where exterior slabs on grade abut walls or columns, provide 3/8" pre-formedexpansion joint with sealant.
9. Admixtures:A. Air-entraining admixtures (when used), shall comply with ASTM C260.B. Calcium chloride shall not be added to concrete mix.
MASONRY (CMU)1. Concrete masonry units shall be lightweight, Grade N units conforming to
ASTM Designation C90 and shall have a minimum compressive strengthof 2000 PSI on the net section (Design strength, f'm = 2000 PSI).
2. Mortar shall conform to ASTM C270, Type "S" (Section 2103.2 of theInternational Building Code). Use Portland Cement, Type I or II.
3. All masonry shall be reinforced with both horizontal and vertical reinforcement.All grouted block cells or brick cavities with reinforcement shall be grouted fullusing 2500 PSI grout. Grout shall conform to the requirements of ASTMC476. Cells shall be aligned to preserve unobstructed vertical cavities of 2"x3"minimum. DO NOT SOLID GROUT WALLS UNLESS SPECIFICALLYNOTED ON THE PLANS.
4. Grout shall have 3/8" maximum size course aggregate with a slump between8 and 11 inches so the concrete will flow into the block cells without leavingvoids.
5. No masonry shall be laid when the temperature of the outside air is below40 degrees Farenheit, unless approved methods are used during constructionto prevent damage to the masonry. Such methods shall include protection ofthe masonry for a period of at least 48 hours.
6. All reinforcing shall be in place prior to grouting. Vertical reinforcing bars shallbe held in position at the top, bottom and at intervals not farther apart than200 bar diameters. Provide wire ties at all lap splices.
7. All masonry walls shall have vertical control joints at: Major changes in wallheight, at changes in wall thickness, at building construction joints, and notfarther apart than 40 feet elsewhere. Provide matching control joints for brickveneer. Consult Architectural Drawings for locations. Vertical cells each sideof control joints shall be grouted and reinforced with rebars to match verticalreinforcement used throughout that wall. Only horizontal rebars in bondbeams at floors and at roof level shall continue through control joints. Providefull height hard rubber key at joint. Where joint locations are not shown onthe drawings the Contractor shall submit proposed locations to Architect /Engineer for review.
STRUCTURAL STEEL1. All structural steel and structural steel work shall comply with both the AISC
"Manual of Steel Construction" containing the specifications for the design,fabrication and erection of structural steel buildings, including the "Code ofStandard Practices" (latest edition), and with the IBC 2015 edition.
2. All wide flange structural steel shall be ASTM A992 and all miscellaneousshapes shall be ASTM A36, unless noted otherwise.
3. Structural steel tubing shall conform to ASTM A500 Grade B; Yield Stress = 46KSI.
4. Structural steel pipe columns shall conform to ASTM A53, Grade B; YieldStress = 35 KSI.
5. Use A325 Bolts for steel to steel connections, F1554 GR36 for Anchor Bolts,and A307 Bolts for all other connections (unless specified otherwise ondrawings). Use 3/4" diameter minimum.
6. Prior to fabrication and erection, shop drawings for all steel items shall bereviewed by the Structural Engineer. The Contractor shall verify all shopdrawing dimensions with Structural and Architectural plans and details.
7. All welds shall be made with E70XX electrodes and by welders certified byAWS Standards within the past 12 months; provide written certification ifrequested. All welds shall have a minimum Charpy V-Notch toughness of 20foot-pound (27.1N-m) at 0° F, unless noted otherwise on the plans.
8. All high-strength bolts shall be tightened to the appropriate minimum bolttension in accordance with AISC "Specifications for Structural Joints usingASTM A325 or A490 Bolts." The preferred method of tightening is by use of"Twist off type tension control bolt assemblies." "Direct Tension Indicator" andthe Turn-of-Nut method may also be used.
9. Special Inspections and testing of welds as required by IBC 2015 shall beprovided by the owner.
DRILL & EPOXY1. Use Hilti HIT-HY 200 adhesive system or approved equivalent for concrete
connections.2. Use Hilti HY70 adhesive system or approved equivalent for all unit CMU
connections and unreinforced masonry walls, including multi-wythe walls.3. Ten percent of all anchors placed shall be randomly tested to 100% of
manufacturer's specified allowable load. If any anchor fails it shall be replacedand retested at no additional cost to the Owner. If an anchor fails, 100% of allother anchors installed by that same crew shall be tested at no additional costto the owner.
NOTES
1. * CONTEXT INDICATES WHICH ABBREVIATION TERM IS IMPLIED. CONTACT ENGINEER IFMEANING IS NOT OBVIOUS.
2. NOT ALL ABBREVIATIONS ARE USED.3. MANY ABBREVIATIONS MAY BE MADE PLURAL BY ADDING AN S SUFFIX.4. FOR ABBREVIATIONS NOT LISTED, REFER TO US NATIONAL CAD STANDARD, VERSION
3.1, TERMS AND ABBREVIATIONS SECTION, OR CONTACT ENGINEER.
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OFCURTIS MINER ARCHITECTURE AND MAY NOTBE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
ALL DRAWINGS, PLANS AND DETAILS AREINSTRUMENTS OF SERVICE AND SHALL
REMAIN THE PROPERTY OF CALDERRICHARDS CONSULTING ENGINEERS AND ARE
NOT SUITABLE FOR REUSE NOR INTENDEDFOR ANY OTHER PROJECT.
1/23
/201
910
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00AM
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SUNRISE ELEMENTARYOFFICE UPGRADE
1542 E 11245 SSANDY, UTAH 84092
STRUCTURAL NOTES S002
1/24/2019CMA 17-006.5
HTUKGC
BID
DO
CU
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TERMS AND ABBREVIATIONS
ABBRV TERM
JST Joist
KIP (K) Thousand PoundsKIP FT Thousand Foot/PoundsKLF KIPs per Lineal Foot
LB PoundLHS Left Hand ShoeLL Live LoadLLH Long Leg HorizontalLLV Long Leg VerticalLONG LongitudinalLSL Laminated Strand LumberLTWT LightweightLVL Laminated Veneer Lumber
MAX MaximumMECH MechanicalMFR ManufacturerMIN MinimumMISC Miscellaneous
N/A Not ApplicableNTS Not to Scale
OC On CenterOD Outside DiameterOPNG OpeningOPP OppositeOPT OptionalOSB Oriented Strand Board
PERP PerpendicularPLF Pounds per Lineal FootPSL Parallel Strand LumberPT Post Tensioned
QA Quality AssuranceQC Quality Control
(RE) Remove ExistingREINF Reinforce (Reinforced,
Reinforcing)*REQD RequiredRFI Request for InformationRS Rough SawnRTU Roof Top Unit
SCHED ScheduleSECT SectionSF Square Foot (Feet)*SGL SingleSHTHG SheathingSIM SimilarSL Snow LoadSOG Slab on GradeSPCL SpecialSPEC SpecificationSQ SquareSTD StandardSTIF StiffenerSTRUCT Structure (Structural)*SYMM Symmetrical
T&B Top & BottomT&G Tongue and GrooveTHRU ThroughTO FDTN Top of FoundationTOB Top of BeamTOC Top of ConcreteTOF Top of FootingTOJ Top of JoistTOM Top of MasonryTOP Top of ParapetTOS Top of SteelTOW Top of WallTWS Threaded Welded StudTYP Typical
UNO Unless Noted Otherwise
VERT Vertical (Vertically)*
W/ WithW/O WithoutWL Wind LoadWLD Weld (Welded)*WWF Welded Wire Fabric
X Extra StrongXS Double Extra Strong
TERMS AND ABBREVIATIONS
ABBRV TERM
(#) Numerical quantities whenenclosed in parentheses
A/E Architect / EngineerAB Anchor BoltABV AboveADDM AddendumAFF Above Finished FloorALUM AluminumAPPROX ApproximatelyARCH Architect (Architectural)*ASTM American Society for Testing
and Materials
B PL Base PlateB/B Back to BackBLKG BlockingBLW BelowBM BeamBOS Bottom of SteelBOT BottomBRG BearingBTWN Between
C TO C Center to CenterCD Contract DocumentsCIP Cast-In-PlaceCJ Construction Joint
(Control Joint)*CL CenterlineCMU Concrete Masonry UnitCOL ColumnCONC ConcreteCONN ConnectionCONT Continuous (Continue)*CONTR ContractorCOORD CoordinateCTR Center
D Depthd Pennyweight NailDB Deck BearingDBA Deformed Bar AnchorDBL DoubleDFS Douglas Fir - SouthDIA DiameterDIAG DiagonalDIM DimensionDL Dead LoadDTL DetailDWG Drawing
(E) ExistingE Modulus of ElasticityEA EachEJ Expansion JointEL ElevationELEV ElevatorENGR EngineerEQ EqualEQL SP Equally Spaced (Equal
Spaces)*EQUIP EquipmentEQUIV EquivalentEST EstimateETC And so forthEW Each WayEXCL ExcludeEXP ExpansionEXT Exterior
(F) FutureFDTN FoundationFFE Finished Floor ElevationFIN Finish (Finished)*FLR FloorFRMG FramingFSE Finshed Slab ElevationFTG FootingFV Field Verify
GA Gage / GaugeGALV GalvanizedGLB Glued Laminated Wood Beam
HGR HangerHORIZ Horizontal (Horizontally)*HSA Headed Stud AnchorHSS Hollow Structural Section
I Moment of InertiaID Inside DiameterINT Interior
Special Inspection - Steel Construction (IBC 1705.2)
Item C/P ◄(A)INSPECTION TASKS PRIOR TO WELDING(AISC 360-10, TABLE N5.4-1; AISC 341-10, TABLE J6-1)Welding procedure specifications (WSPs) available CManufacturer's certification for welding consumables available CMaterial identification (Type / Grade) PWelder identification system ◄(B) PFit-up of groove welds (including joint geometry) PConfiguration and finish of access holes PFit-up of fillet welds P
INSPECTION TASKS DURING WELDING(AISC 360-10, TABLE N5.4-2; AISC 341-10, TABLE J6-2)Use of qualified welders PControl and handling of welding consumables PNo welding over cracked tack welds PEnvironmental conditions PWelding procedure specification followed PWelding techniques P
INSPECTION TASKS AFTER WELDING(AISC 360-10, TABLE N5.4-3; AISC 341-10, TABLE J6-3)Welds cleaned PSize, length, and location of welds CWelds must meet visual acceptance criteria CArc strikes Ck-Area ◄(C) CBacking removed and weld tabs removed (if required) CRepair activities CDocument acceptance or rejection of welded joint or member CPlacement of reinforcing or contouring fillet welds (if required) C
INSPECTION TASKS PRIOR TO BOLTING(AISC 360-10, TABLE N5.6-1; AISC 341-10, TABLE J7-1)Manufacturer's certifications available for fastener materials CFasteners marked in accordance with ASTM requirements PProper fasteners selected for the joint detail (Grade / Type / Bolt Length / If threadsare to be excluded from shear plane)
P
Proper bolting procedure selected for joint detal PConnecting elements, including the appropriate faying surface condition and holepreparation, if specified, meet applicalbe requirements
P
Pre-installation verification testing by installation personnel observed anddocumented for fastener assemblies and methods used
P
Proper storage provided for bolts, nuts, washers, and other fastener components P
INSPECTION TASKS DURING BOLTING(AISC 360-10, TABLE N5.6-2; AISC 340-10, Table J7-2)Fastener assemblies, of suitable condition, placed in all holes and washers (ifrequired) are positioned as required
P
Joint brought to the snug-tight conditions prior to the pre-tensioning operations PFastener component not turned by the wrench prevented from rotating PFasteners are pre-tensioned in accordance with the RCSC specification,progressing systematically from the most rigid point toward free edges
P
INSPECTION TASKS AFTER BOLTING(AISC 360-10, TABLE N5.6-3; AISC 341-10, TABLE J7-3)Document acceptance or rejection of bolted connection C
INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIORTO CONCRETE PLACEMENT (AISC 360-10, TABLE N6.1)Placement and installation of steel deck CPlacement and installation of steel headed stud anchors CDocument acceptance or rejection of steel elements C
INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURALSTEEL (IBC 1705.2.2, TABLE 1705.2.2)Material verification of cold-formed steel deck:- A. Identification markings to conform to ASTM standards specified in the approved construction documents
P
- B. Manufacturer's certified test reports PInspection of welding:- A. Cold-formed steel: floor and roof deck welds P- B. Reinforcing steel:- 1) Verification of weldability of reinforcing steel other than ASTM A706 P- 2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement
C
- 3) Shear reinforcement C- 4) Other reinforcing steel P
NON-DESTRUCTIVE TESTING OF WELDS (AISC 360-10, SECTION N5.5)CJP welds (Risk Category II) PCJP welds (Risk Category III or IV) CAccess holes (> 2" in flange or web) CWelded joints subject to fatigue C
OTHER STEEL INSPECTIONS(AISC 360-10, SECTION N5.7; AISC 341-10, TABLES J8-1 & J10-1)Structural steel details PAnchor rods and other embedments supporting structural steel P
TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.►(B) The fabricator or erector, as applicable, shall maintain a system by which awelder who has welded a joint or member can be identified. Stamps, if used, shallbe low-stress type.►(C) When welding of doubler plates, continuity plates or stiffeners has beenperformed in the k-Area, visually inspect the web k-Area for cracks within 3" of theweld.
Special Inspection - Concrete Construction (IBC 1705.3 & 1705.12.1)
Item C/P ◄(A)INSPECTION OF CONCRETE CONSTRUCTION (IBC 1705.3, TABLE 1705.3)1. Inspect reinforcement, including prestressing tendons, and verify placement P2. Reinforcing bar welding:- A. Verify weldabilty of reinforcing bars other than ASTM A706; P- B. Inspect single-pass fillet welds, maximum 5/16"; and P- C. Inspect all other welds C3. Inspect anchors cast in concrete P4. Inspect anchors post-installed in hardened concrete members ◄(B)- A. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.
C
- B. Mechanical anchors and adhesive anchors not defined in 4.A P5. Verify use of required design mix P6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete
C
7. Inspect concrete and shotcrete placement for proper application techniques C8. Verify maintenance of specified curing temperature and techniques P9. Inspect prestressed concrete for:- A. Application of prestressing forces; and C- B. Grouting of bonded prestressing tendons C10. Inspect erection of precast concrete members P11. Verifiy in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs
P
12. Inspect formwork for shape, location and dimensions of the concrete member being formed
P
TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.►(B) Specific requirements for special inspection shall be included in the researchreport for the anchor issued by an approved source in accordance with 17.8.2 inACI 318, or other qualification procedures. Where specific requirements are notprovided, special inspection requirements shall be specified by the registereddesign professional and shall be approved by the building official prior to thecommencement of the work.
Special Inspection - Masonry Construction (IBC 1705.4)
Item C/P ◄(A)LEVEL B QUALITY ASSURANCE (ACI 530-11, TABLE 1.19.2)MINIMUM TESTSVerification of slump flow and Visual Stability Index (VSI) as delivered to theproject site in accordance with Specification Article 1.5 B.1.b.3 forself-consolidating grout
-
Verification of F'm and F'AAC in accordance with Specification Article 1.48 prior toconstruction
-
MINIMUM INSPECTIONVerify compliance with the approved submittals PAs masonry construction begins, verify that the following are in compliance:- A. Proportions of site-prepared mortar P- B. Construction of mortar joints P- C. Grade and size of pre-stressing tendons and anchorages P- D. Location of reinforcement, connectors, and pre-stressing tendons and anchorages
P
- E. Pre-stressing technique P- F. Properties of thin-bed mortar for AAC masonry C ◄(B) / P ◄(C)Prior to grouting, verify that the following are in compliance:- A. Grout space P- B. Grade, type, and size of reinforcing and anchor bolts, and pre-stressing tendons and anchorages
P
- C. Placement of reinforcment, connectors, and pre-stressing tendons and anchorages
P
- D. Proportions of site-prepared grout and pre-stressing grout for bondedtendons
P
- E. Construction of mortar joints PVerify during construction: P- A. Size and location of structural elements P- B. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other constructions
P
- C. Welding of reinforcement C- D. Preparation, construction, and protection of masonry during cold weather (temperatures below 40°F) or hot weather (temperatures above 90°F)
P
- E. Application and measurement of pre-stressing force C- F. Placement of grout and pre-stressing grout for bonded tendons is incompliance
C
- G. Placement of AAC masonry units and construction of thin-bed mortar joints C ◄(B) / P ◄(C)Observe preparation of grout specimens, mortar specimens, and/or prisms P
TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.►(B) Continuous inspection is required for the first 5,000 sq ft of AAC masonry.►(C) Periodic inspection is required after the first 5,000 sq ft of AAC masonry.
Special Inspection - Soils (IBC 1705.6)
Item C/P ◄(A)INSPECTION OF SOILS (IBC TABLE 1705.6)Verify materials below shallow foundations are adequate to achieve the designbearing capacity
P
Verify excavations are extended to proper depth and have reached proper material PPerform classification and testing of compacted fill materials PVerify use of proper materials, densities, and lift thicknesses during placement, andcompaction of compacted fill
C
Prior to placement of compacted fill, observe subgrade and verify that site hasbeen prepared properly
P
TABLE NOTES:►(A) Continuous or periodic (C/P) refers to the frequency of inspection, whichmay be continuous during the task listed or periodically during the listed task, asdefined in the table.
D
C
B
A
3 4
HSS5x5x1/
4
HSS5x5x1/
4
TF 98' - 0" TF 98' - 0"
3
3
4 4
2 2
1 1
D1S501
________________ D1S501
________________
SIM
4
CONCRETE SLABON GRADE
FTG/FDTN PLAN LEGEND
CONCRETEFOOTING & FDTNWALL
CONCRETE WALL
MASONRY WALL(SHADED IF SOLIDGROUTED)
RECESS INCONCRETE FDTNWALL
MW-#
FCx.x
STEEL COLUMNS:WIDE FLANGE,TUBE, PIPE
TF xx'-xx" .TOP OF FTGELEVATION
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OFCURTIS MINER ARCHITECTURE AND MAY NOTBE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
ALL DRAWINGS, PLANS AND DETAILS AREINSTRUMENTS OF SERVICE AND SHALL
REMAIN THE PROPERTY OF CALDERRICHARDS CONSULTING ENGINEERS AND ARE
NOT SUITABLE FOR REUSE NOR INTENDEDFOR ANY OTHER PROJECT.
1/23
/201
910
:53:
01AM
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.rvt
SUNRISE ELEMENTARYOFFICE UPGRADE
1542 E 11245 SSANDY, UTAH 84092
FOOTING & FOUNDATION PLAN S101
1/24/2019CMA 17-006.5
HTUKGC
BID
DO
CU
MEN
TS
3/16" = 1'-0"Footing & Foundation Plan
PLAN NOTES - FOOTING & FDTN# NUMBERED NOTES BELOW ARE KEYED ON
PLAN.
* SEE ARCHITECTURAL DRAWINGS FOR ALLDIMENSIONS, TYPICAL.
** NOT ALL NOTES MAY APPLY TO AREASHOWN ON SHEET.
A SEE STRUCTURAL NOTES ON SHEET S001FOR ADDITIONAL INFORMATION.
B SEE STRUCTURAL NOTES ON SHEET S001FOR MINIMUM FROST COVER FOR ALLEXTERIOR FOOTINGS.
C SEE PLAN AND SECTIONS FOR TOP OFFOUNDATION WALL ELEVATIONS.
D CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS BEFORESUBMITTING SHOP DRAWINGS AND TO THEGREATEST EXTENT POSSIBLE BEFOREBEGINNING CONSTRUCTION.
1 FOOTING ELEVATIONS SHOWN ARE BASEDON A UNIFORM GRADE 6" BELOW SLABPLUS 2'-6" FROST COVER. COORDINATEELEVATIONS SHOWN WITH CIVIL AND SITEPLANS FOR ANY ADDITIONAL DEPTH THATMAY BE REQUIRED TO MAINTAIN MINIMUMFROST COVER OVER FOOTINGS.
2 WHERE NEW FOOTING OR FOUNDATIONABUTS EXISTING FOUNDATION, DRILL ANDEPOXY ALL NEW HORIZONTAL FOOTINGAND FOUNDATION REINFORCEMENT 6"MINIMUM INTO EXISTING.
3 NEW OPENING IN EXISTING MASONRYWALL. GROUT SOLID ANY HOLLOW CELLSALL SIDES OF NEW OPENING. SEEARCHITECTURAL DRAWINGS FOR EXACTLOCATIONS.
4 GROUT ALL HOLLOW CELLS SOLID INEXISTING MASONRY WALL FOR SHADEDLENGTH SHOWN FOR FULL HEIGHT OFWALL.
(E)W
12x2
7
(E) W24x76 (E) W24x76
(E) 28LH05
D4S501
________________
D5S501
________________
D3
S501________________
D
C
B
A
3 4
@5'
-93/
8"OC
(E)3
2LH0
6
HSS5x5x1/4
C15x33.9
L6x4
x5/16
C12x
20.7
C8x1
1.5C8
x11.5
23'-
0"
65 PSF
1
2
2
2
33 3
4
5
6
7
45°
C4
S501________________
C3S501
________________
2 PLACESB1
S501________________
8
8
88
(3)
D1S102
________________
(E) L4x3x5/16
(E) L4x3x5/16
9
9
4
8
8
6' - 0"
10 10EQ
EQ
ROOF FRMG PLAN LEGEND
STEEL ROOF DECKW/ SPANDIRECTIONINDICATED
MASONRY WALL
SNOW DRIFTDIAGRAM
x' - x"
#PL
F
STEEL COLUMNS:WIDE FLANGE,TUBE, PIPE
SNOW DRIFT AREA
STEEL LINTEL ATNEW WALL OPNG
EXIST STEEL JOIST
PLACE BOTTOM HSS5x5 ONBACK OF COLS AS SHOWN.SEE DETAIL A FORCONNECTION TO COLBEYOND
L6x6x3/8 x CONT
3/16L TO COLBEYOND
STEEL COL BEYOND, SEEPLAN
HSS5x5x1/4, SEE PLAN, AT (3)ELEVATIONS, COORD W/ARCH DWGs. PLACE TOP 2FLUSH WITH COLS, SEEFOR CONNECTIONS.
C3/S501
EXIST STEEL DECK
#12 SELF DRILLING SCREWS@ 6" OC
12 GA x CONT STEEL PLATE(GALVANIZED)
1/4 L TO COL
1/4 BM TO L
L2x2x1/4 x 0'-4" CLIPANGLE ABOVE &BELOW
HSS COL
HSS BEAM
DETAIL A
APPLY BONDING AGENT TOEXIST CMU BEFORE
GROUTINGCONTRACTOR TO FIELDVERIFY WHETHER EXIST VERTREINF OCCURS AT NEW JAMB.IF NOT, SAWCUT INSIDE FACE& PROVIDE (2) #5 x CONT VERTBARS AS SHOWN. DRILL &EPOXY BARS 10" INTO EXISTFDTN & EXTEND UP TO NEWLINTEL BEARING. GROUTSOLID FULL HEIGHT.
CLR
1/2"
CLR
11/2"
WALL TO BE REMOVED, SEEPLAN & ARCH DWGs
EXTERIOR SIDE OF WALL
PLAN VIEW
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OFCURTIS MINER ARCHITECTURE AND MAY NOTBE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
ALL DRAWINGS, PLANS AND DETAILS AREINSTRUMENTS OF SERVICE AND SHALL
REMAIN THE PROPERTY OF CALDERRICHARDS CONSULTING ENGINEERS AND ARE
NOT SUITABLE FOR REUSE NOR INTENDEDFOR ANY OTHER PROJECT.
1/23
/201
910
:53:
02AM
C:\U
sers
\Dra
ft06\
Doc
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19-S
unris
eEl
emen
tary
Offi
ceR
emod
el_s
haun
@cr
ceng
.com
.rvt
SUNRISE ELEMENTARYOFFICE UPGRADE
1542 E 11245 SSANDY, UTAH 84092
ROOF FRAMING PLAN S102
1/24/2019CMA 17-006.5
HTUKGC
BID
DO
CU
MEN
TS
3/16" = 1'-0"Roof Framing Plan
PLAN NOTES - ROOF FRAMING# NUMBERED NOTES BELOW ARE KEYED ON
PLAN.
* SEE ARCHITECTURAL DRAWINGS FOR ALLDIMENSIONS, TYPICAL.
** NOT ALL NOTES MAY APPLY TO AREASHOWN ON SHEET.
A SEE STRUCTURAL NOTES ON SHEET S001FOR ADDITIONAL INFORMATION.
B CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS BEFORESUBMITTING SHOP DRAWINGS AND TO THEGREATEST EXTENT POSSIBLE BEFOREBEGINNING CONSTRUCTION.
1 SNOW DRIFT LOAD DIAGRAM WITHSHADED AREA SHOWING EXTENTS.
2 NEW OPENING IN EXISTING MASONRYWALL. GROUT SOLID ANY HOLLOW CELLSALL SIDES OF NEW OPENING. SEEARCHITECTURAL DRAWINGS FOR EXACTLOCATIONS.
3 GROUT ALL HOLLOW CELLS SOLID INEXISTING MASONRY WALL FOR SHADEDLENGTH SHOWN FOR FULL HEIGHT OFWALL. DO NOT GROUT OVER OPENINGS INWALL.
4 EXISTING ROOF JOIST TO BERETROFITTED, SEE B4/S501.
5 EXISTING ROOF JOIST TO BERETROFITTED, SEE A4/S501.
6 L6x6x3/8 PLACE BETWEEN EXISTING JOISTAND WALL, SEE A1/S501 FOR ATTACHMENTTO WALL AND STEEL SUPPORT.
7 L3x3x1/4 HORIZONTAL BRACE NEAR ROOFDECK. COPE HORIZONTAL LEG EACH ENDAND BEND VERTICAL LEG FORATTACHMENT. WELD TO COLUMN WITH3/16" FILLET WELD ALL AROUND. ATTACHTO WALL WITH 5/8"Ø x 10" EMBEDMENTDRILL AND EPOXY ANCHOR.
8 SEE B1/S102 FOR ADDITIONALREQUIREMENTS AT JAMB.
9 VERIFY EXIST ROOF DECK WELDED TOEXIST ANGLE @ 6" OC OR ATTACH PERA1/S501, SIM.
10 L3x3x1/4 KICKERS, SEE C2/S501.
3/4" = 1'-0"D1 -
1 1/2" = 1'-0"B1 -
STEEL CHANNEL, SEE PLAN, W/ 5/8"Øx 5" EMBED THREADED ROD ANCHORBOLT @ 24" OC (STAGGERED). DRILL& EPOXY INTO EXIST CMU. PROVIDE5/16" SHIM FOR TOP BOLTS.
EXIST STEEL DECK
EXIST MASONRY WALL,FIELD VERIFY OR GROUTSOLID BOTTOM COURSE
ABOVE NEW STEEL ANGLE& ALL CELLS W/ ABs
4"6"
EXIST STEEL JOIST, SEE PLAN.CONTRACTOR TO FIELDVERIFY EXACT LOCATION.
1/4" STIFFENER PL @ EA KICKERL6x4x5/16 x CONT (LLV)
1/4 2-12
L3x3x1/4 KICKER @ EAJOIST AND EA END OF
STEEL CHANNEL. EXTENDUP TO PANEL POINT OF
EXIST JOIST.
3/16 TYP
45°±
NOTE: SEE DETAIL D5/S501 FOR ADDITIONALINFO. CONTRACTOR MAY PROVIDE "J" ABs INHOLLOW CELLS BEFORE GROUTING INSTEAD OFDRILL & EPOXY ANCHORS.
3"x1/4"x3" STEEL PL
4"
STEEL ANGLE, SEE PLAN,W/ 5/8"Ø x 5" EMBED
THREADED ROD ANCHORBOLT @ 16" OC & EA END.
DRILL & EPOXY INTO EXISTCMU.
3/16 TYP
L3x3x1/4 KICKER WITHIN 1'-0" OFEA END OF ANGLE. EXTEND UPTO PANEL POINT OF EXIST JOIST
45°±
NOTE: SEE DETAIL D5/S501 FOR ADDITIONALINFO. CONTRACTOR MAY PROVIDE "J" ABs INHOLLOW CELLS BEFORE GROUTING INSTEAD OFDRILL & EPOXY ANCHORS.
EXIST STEEL DECK
EXIST MASONRYWALL, FIELD VERIFY
OR GROUT SOLIDBOTTOM COURSE
ABOVE NEW STEELANGLE & ALL CELLS
W/ ABs
4"8"
3"x1/4"x3"STEEL PL
L6x4x5/16 x CONT (LLV)1/4 2-12
NOTE: SEE DETAIL D5/S501 FOR ADDITIONALINFO. CONTRACTOR MAY PROVIDE "J" ABs INHOLLOW CELLS BEFORE GROUTING INSTEAD OFDRILL & EPOXY ANCHORS.
EXIST ROOF JOIST,SEE PLAN
L3x3x1/4 KICKER@ 6'-0" OC MAX.EXTEND UP TO
TOP CHORDPANEL POINT OF
ADJACENT JOIST.
45°±EXIST FOOTING
EXIST CONC FDTN WALL
EXIST CONC SLAB
NEW STEEL COLUMN, SEEPLAN W/ 3/4" THICK BASE PL &(2) 3/4"Ø x 9" EMBED ANCHOR
BOLTS. PROVIDE 1 1/2"NON-SHRINK GROUT BELOW.
EXIST MASONRY WALL
NEW CONC FDTN WALL BELOW METAL STUDWALL (SEE ARCH DWGS FOR EXTENTS).REINF W/ (2) #5 HORIZ @ 12" OC W/ (2) BARSTOP & BOTT (1 EA FACE), & (2) #5 VERTS @16" OC (1 EA FACE) W/ STD HOOK INTO FTG
1'-0
"
CLR3"
SEE
STRU
CTNO
T ES
FROS
TCOV
ER
CLR2"
FINISH GRADE
DRILL & EPOXY HORIZ REINF6" INTO EXIST CONC
NEW CONC FOOTING,EXTEND 10" BEYONDEDGE OF FDTN WALL ALLSIDES. REINF W/ #5 BARS@ 12" OC EA WAY
1/2"
9"
3"3"
2"
A
DETAIL AMETAL STUD WALL & FINISH,SEE ARCH DWGS
NOTE: SNOW/ICE MELT SYSTEM MAY OCCURIN EXISTING SLAB ON GRADE. CONTRACTORSHALL TAKE PRECAUTIONS NOT TO DAMAGESYSTEM DURING DEMOLITION & PLACEMENTOF NEW CONCRETE.
STEEL COLUMN, SEEPLAN W/ 1/4" CAP PL
FACADE, SEE ARCH DWGS
1/4TYP
1/4TYP
PROVIDE1/4" x REQDERECTION PLsAS REQD, TYP
HSS BEAMS ,SEE PLAN
PLACE AT TOP& BOT OF
FACADE
D1S102
________________
KNIFE PL 4"x3/8"x9"
3/16
C8x11.5 x REQD W/(4) 5/8"Ø x 6" EMBEDTHREADED ANCHORS@ 8" OC, DRILLED &EPOXIED INTO EXISTMASONRY WALL
4" 2"
TYP
8"
OFEX
IST
CMU
4"FR
OMTO
P
EXIST MASONRY WALL
STEEL COLUMN, SEE PLAN
1/2"
3/16TYP, UNO
EXIST MASONRY WALL
EXIST ROOF DECK
NEW STEELCOLUMN, SEE PLAN
3/16
11/2"
EXIST ROOF JOIST TOBE RETROFITTED,SEE PLAN. PROVIDEL2x2x1/4 VERT WEBAT CHANNEL DOWNTO BOTT CHORDPANEL POINT IFCHANNEL DOES NOTOCCUR AT TOPCHORD PANEL POINT.
EXIST ROOFJOIST TO BERETROFITED,SEE PLAN
PL 6" x 1/4" x 6"@ EA JOIST
ATTACH CHANNEL TO LOW FLUTE OF EXIST ROOFDECK W/ #12 SELF-DRILLING SCREWS @ 4" OC
C8x11.5 EA SIDE OF WALLFOR LENGTH SHOWN ONPLAN. COPE TOP OFCHANNEL TO RUN BELOW(E) JOIST TOP CHORD.
MIN
31/
2"
COPE CHANNELEND AS SHOWN
L6x4x5/16x0'-6" W/5/8"Ø THRU BOLT EASIDE OF CHANNELEA SIDE OF WALL
KNIFE PL 6"x3/8"x9" W/(1) 3/4"Ø BOLT IN 1 1/2"VERT SLOTTED HOLE
3/16TYP,UNO
3/16PL TOJOIST
SECTION A
CHANNEL EASIDE OF WALL
#12 SCREWS@ 4" OC
PROVIDE 8" WIDE x16 GA x CONT PL IF
CHANNEL DOESNOT ALIGN W/
BOTTOM FLUTE
#12 SCREWS @ 8" OCEA SIDE OF CHANNEL (E) ROOF DECK
A
PARTIALLY SAWCUT CMU ANDPLACE ANGLES BEFORE REMOVINGMASONRY FOR OPENING
NEW L6x4x5/16
EXISTING MASONRYWALL TO REMAIN
6"
STEEL CHANNEL MAYOCCUR, SEE PLAN
L3x3x1/4 KICKER AT BRG,SEE ASSOCIATED DETAILS
1/4 12
AT ENDC TO L WHEREC OCCURS
B1S102
________________
WHERE OCCURSON PLAN
B3S501
________________
1. ADD (2) 5/8"Ø x 24'-0" LONG (CENTERED ON JOIST) A36 RODS TOP AND BOTTOM.2. ADD (2) L1x1x1/8 ANGLES AT ALL EXISTING ROD WEB MEMBERS. WHERE ANGLE
WEB MEMBERS OCCUR PROVIDE (1) 1/2"Ø ROD FOR EACH ANGLE. SEE A2/S501FOR ATTACHMENT.
3. GROUT SOLID JOIST BEARING POCKET IF NOT ALREADY DONE.
3 32
FULL LENGTH
B3
S501________________
1. ADD (2) 1/2"Ø x 24'-0" LONG (CENTERED ON JOIST) A36 RODS TOP AND BOTTOM.2. ADD (2) L1x1x1/8 ANGLES AT ALL EXISTING ROD WEB MEMBERS. WHERE ANGLE
WEB MEMBERS OCCUR PROVIDE (1) 1/2"Ø ROD FOR EACH ANGLE. SEE A2/S501FOR ATTACHMENT.
3. GROUT SOLID JOIST BEARING POCKET IF NOT ALREADY DONE.
3 32
FULL LENGTH
EXIST MASONRY WALL
NEW STEEL CHANNEL,SEE PLAN W/ 1/4" STIFF PL
3/16 TYP
L4x4x1/4 x REQD W/ (2) 5/8"Ø x 6"EMBED THREADED ROD ANCHOR
DRILLED & EPOXIED INTO EXISTMASONRY WALL
NEW STEELANGLE, SEE PLAN
ATTACH ANGLE TO EXIST DECKW/ #12 x 1 1/2" SELF-DRILLINGSCREWS @ 12" OC. PREDRILLANGLE HOLES.
8"6"
EXIST STEEL JOIST CHORD, SEEJOIST UPGRADE SCHEMATICELEVATIONS FOR NEW ROD
REINF, TOP & BOT, TYP
EXIST WEB RODMEMBER COND
EXIST WEB ANGLEMEMBER COND
A
A
SECTION A-A
NEW ANGLE STRUT, TYP
NEW ROD STRUT, TYP
EXIST WEB MEMBER
NEW L STRUT, TYP, SEEJOIST UPGRADE SCHEMATIC
ELEVATIONS, ADJUSTORIENTATION PER WEB
MEMBER COND
A
A
EXIST WEB MEMBER
NEW L STRUT, SEE JOISTUPGRADE SCHEMATICELEVATIONS, ADJUSTORIENTATION PER WEBMEMBER COND
1/8 4 MIN EA END3/16 2 MIN EA END, TYP
1/8 2-8
3/16 2-8
NEW ROD, TYP, SEEJOIST UPGRADE
SCHEMATIC ELEVATIONS3/16 2-12
TYP
(PROVIDE 4" MIN WELD ATEACH END OF ROD, TYP)
WHERE PL OCCURS FORKICKER STOP/START TOP
CHORD ROD & BUTT WELDRODS TO PL (LEAVE NO GAPS)
NEW ROD, TYP, SEEJOIST UPGRADE
SCHEMATIC ELEVATIONS
MIN
1/2"
WHERE REQD FOR BOTTOMCHORD SPLICE FOR RODSPROVIDE 1/4" x REQD x 12"
LONG (A36) STEEL PLCENTERED ON SPLICE
3/16 AT SPLICE
EXIST JOISTBOTTOM CHORD
EXIST JOISTTOP CHORD
5/8"Ø x 6" EMBEDTHREADED ROD ABDRILLED & EPOXIED
INTO CMU
4"x3/8"x4" STL PL(E) JOIST
KICKER,SEE PLAN
CEILING,SEE ARCH
(E) MASONRY WALL
COPE HORIZ LEG &BEND VERT LEG FORATTACHMENT
11
3/16
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OFCURTIS MINER ARCHITECTURE AND MAY NOTBE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
ALL DRAWINGS, PLANS AND DETAILS AREINSTRUMENTS OF SERVICE AND SHALL
REMAIN THE PROPERTY OF CALDERRICHARDS CONSULTING ENGINEERS AND ARE
NOT SUITABLE FOR REUSE NOR INTENDEDFOR ANY OTHER PROJECT.
1/23
/201
910
:53:
03AM
C:\U
sers
\Dra
ft06\
Doc
umen
ts\S
19-S
unris
eEl
emen
tary
Offi
ceR
emod
el_s
haun
@cr
ceng
.com
.rvt
SUNRISE ELEMENTARYOFFICE UPGRADE
1542 E 11245 SSANDY, UTAH 84092
STRUCTURAL DETAILS S501
1/24/2019CMA 17-006.5
HTUKGC
BID
DO
CU
MEN
TS
3/4" = 1'-0"D5 -3/4" = 1'-0"D4 -
3/4" = 1'-0"D3 -3/4" = 1'-0"D1 -
3/4" = 1'-0"C3 -3/4" = 1'-0"C4 -
3/4" = 1'-0"B1 -
NO SCALEC5 -
3/16" = 1'-0"B4 JOIST UPGRADE ELEVATION
3/16" = 1'-0"A4 JOIST UPGRADE ELEVATION3/4" = 1'-0"A1 -
1 1/2" = 1'-0"A2 -
1 1/2" = 1'-0"B3 -
3/4" = 1'-0"C2 -
T
T
T
T
T
T
TT
T
10"x6"
16"x8"
18"x8"
14"x8"
14"x8"
18"x10"
24"x10"34"x12"
14"x8"
14"x8"
14"x8"
14"x8"
18"x10"
20"x12"
14"x8"18"x10"
12"x7"
16"x8"
16"x10"
16"x10"
10"x5"
16"x8"
18"x12"
16"x10"14"x7"
14"x8" 18"x8"18"x8"
18"x8"
12"x6"
12"ø
14"x6"
14"x6"
14"x8"
14"x7"
18"x12"
12"x6"
14"x8"
14"x8"14"x8"
14"x7"
12"x6"
10"x4"10"x4"
12"x6"
12"x6"
14"x8"
14"x8"
14"x8"
14"x8"
10"x4"
10"x4"10"x4"
10"x4"
14"x8"
1
2
3
4
56
7
8
9
10
1010
11
12
1
2
1
1
2
1
1
2
1
2
2
2
2
2
1
1
2
1
1
2
10
6
1
10
6
6
3
1
63
3
79
86
6
3
3
6
9
96
6
61010
1
11
2
66
6
3
6
7
8
3
6
8"x4"
12"x5"
12"x5"
12"x8"
3
3
4
4
A A
B
C
D
4A
4A
5
5
1
1
3
14"x8"
18"x8"
16"x8"
MZ−1/10
MZ−1/8
MZ−1/4
MZ−1/6
1/2
1/9
1/11
1/71/5
121314
3
14
3
14
14
3
8
7
14 14
113
13
11
12
1212
12
3
11
14
14
3
9
8
7
15
12
12
18"x8"
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.
SUITE #105
PLEASANT GROVE, UTAH 84062
PHONE: (801) 769-3000
FAX: (801) 769-3001
SHEET DESCRIPTION:
DATE:
PROJECT #:PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF
CURTIS MINER ARCHITECTURE AND MAY NOT
BE REPRODUCED WITHOUT WRITTEN CONSENT.
© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
1/23
/201
9 11
:45:
06 A
M
T:\1
8133
--
Sun
rise
Ele
m A
dmin
Rem
odel
\Dra
win
gs\M
EC
H19
SU
NR
ISE
ELE
M. O
FF
ICE
UP
GR
AD
E.r
vt
SUNRISE ELEMENTARY OFFICE
UPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
MECHANICAL DEMOLITION
PLAN M011
23 JANUARY 2019
CMA 17-006.2MFT
MFT
BID
SET
SCALE: 3/16" = 1'-0"
MECHANICAL DEMOLITION PLAN0 2' - 8" 5' - 4" 10' - 8"
N
1 EXISTING SUPPLY AIR DUCTWORK TO REMAIN.
2 EXISTING SUPPLY AIR DIFFUSER TO REMAIN.
3 EXISTING SUPPLY AIR DIFFUSERS TO BE REMOVED.
4 EXISTING ROOFTOP MULTIZONE UNIT MZ-1 TO REMAIN.
5 EXISTING MULTIZONE DUCTWORK DROPS TO REMAIN(TYPICAL).
6 EXISTING SUPPLY AIR DUCTWORK, HANGERS, ETC. TO BEREMOVED.
7 EXISTING CEILING MOUNTED EXHAUST FAN TO BEREMOVED.
8 EXISTING EXHAUST AIR DUCTWORK, HANGERS, ETC. TOBE REMOVED.
9 EXISTING EXHAUST ROOF HOOD TO BE REMOVED.
10 REMOVE ALL SUPPLY AIR DUCTWORK, HANGERS ETC.AND SUPPLY AIR DIFFUSERS DOWNSTREAM OF THISPOINT.
11 EXISTING CEILING RETURN AIR GRILLES TO BEREMOVED.
12 REMOVE EXISTING FIRE/SMOKE DAMPER. COORDINATEWITH NEW WORK.
13 EXISTING TRANSFER AIR DUCT TO REMAIN.
14 EXISTING MULTI-ZONE THERMOSTAT AND ALL RELATEDITEMS TO BE REMOVED COMPLETE. ATC CONTRACTORTO CONFIRM ACTUAL ZONE SERVED PRIOR TODEMOLITION.
15 REMOVE ABANDONED DUCTWORK AND HANGERS.
REFERENCE NOTES#
T T
T
T
T
T
S
T
34"x12"
14"x8"
14"x8"
14"x8"
14"x8"
14"x8"
14"x8"
24"x10"
14"x8"
14"x8"
14"x8"
14"x8"
18"x10"
20"x12"
18"x12"
16"x10"
14"x8"18"x8"
14"x8"
16"x8"
18"x8"
12"x6"
18"x10"
26"x12"
14"x8"
18"x10" 14"x8"
12"x7"
16"x10"
8"x4"
12"x5"
12"x5"
10"x5"
16"x8"
OFFICE
106
OFFICE
105
RESTROOM
109RESTROOM
110
FACULTY LOUNGE
107
NURSE
112
RESTROOM
111
RECEPTION
101
PRINCIPAL
102
ELEC.
104
STORAGE
103
HALL
108
CORRIDOR
113
EXISTING
145
EXISTING
146
EXISTING
150
EXISTING
151
SECURE ENTRY
100
D-2190
D-3285
(2 REQ'D)
8"x
10"
10"ø
12"x
10"
12"x12"
12"x
12"10"x10"
6"ø
D-560
D-560
D-560
G-2
G-1
G-2
G-2
8"ø
8"ø
14"x
10"
14"x10"
12"x
10"
10"x10"
12"x10"
10"ø10"ø
10"ø
G-1
10"ø
8"ø
12"ø
D-2200
D-4400
12"x12"
G-2
10"ø
8"x12"
20"x12"
D-1125
D-3255
(3 REQ'D)
D-2200
D-2245
D-2245
G-3
G-1
G-1
G-2
EF-1
EF-1EF-1
EF-2
9"ø
6"ø
6"ø
6"ø
6"ø
6"ø
1/71/10
1/5
1/11
1/8
1/4,6
EXIST50
EXIST300
EXIST0
EXIST480
EXIST500
EXIST400
EXIST400
EXIST400
EXIST450
EXIST450
EXIST450
EXIST450
EXIST400
EXIST400
MZ-1
1
2 3
4
5
12"x6"18"x10"
12"x12"
12"x6"
18"x10"
12"x10"
67
8
9
10
1112
13
14
15
16
17
18
19
20
21
22
23
24
12"x6"
7
M501
(TYP.)
1
4
4
4
4
4
4
4
4
4
4
4
4
4
25
8
5
7
24
5
7
5
M501
(TYP.)
5
23
6
111
1
1
1
1
11
2
247
M501
(TYP.)
7 8
5
23
23
6
5
24
23
6
8"x
8"
6"x8"21
2
M501
21
(TYP.)
24
24
7
M501
(TYP.)
8
5
23
11
1
5724
8
2
M501 1
M501
(TYP.)
(TYP.)
6
7
M501
(TYP.)
24
7
5
M501
(TYP.)
3
3
4
4
A
B
C
D
4A
4A
5
5
D-3375
(3 REQ'D)
6"ø
G-4
G-2
D-590
24
6"x6"
5
8"ø
D-4400
12"ø
48"x16"
26
7
8
24
5
27
5
1
1
6
5 7
6
10"ø
28
10"x10"
8"ø
8"x10"
29
30
3131
25
2525
28
28
28
2828
25
2525
29
28
25
10"ø
1
28
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.
SUITE #105
PLEASANT GROVE, UTAH 84062
PHONE: (801) 769-3000
FAX: (801) 769-3001
SHEET DESCRIPTION:
DATE:
PROJECT #:PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF
CURTIS MINER ARCHITECTURE AND MAY NOT
BE REPRODUCED WITHOUT WRITTEN CONSENT.
© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
1/23
/201
9 11
:45:
08 A
M
T:\1
8133
--
Sun
rise
Ele
m A
dmin
Rem
odel
\Dra
win
gs\M
EC
H19
SU
NR
ISE
ELE
M. O
FF
ICE
UP
GR
AD
E.r
vt
SUNRISE ELEMENTARY OFFICE
UPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
MECHANICAL FLOOR PLAN M101
23 JANUARY 2019
CMA 17-006.2MFT
MFT
BID
SET
SCALE: 3/16" = 1'-0"
MECHANICAL FLOOR PLAN0 2' - 8" 5' - 4" 10' - 8"
N
1 EXISTING SUPPLY AIR DUCTWORK TO REMAIN.
2 EXISTING RETURN AIR DUCTWORK TO REMAIN.
3 EXISTING ROOFTOP MULTIZONE UNIT TO REMAIN.
4 EXISTING SUPPLY AIR DIFFUSER TO REMAIN. BALANCE DIFFUSERTO CFM SHOWN.
5 RUN NEW SUPPLY AIR DUCTWORK AS HIGH AS POSSIBLE.COORDINATE ROUTING WITH EXISTING CONDITIONS AND ALLTRADES.
6 TURNING VANES (TYPICAL).
7 FLEXIBLE DUCTWORK (TYPICAL).
8 HIGH EFFICIENCY TAKE-OFF FITTING (TYPICAL).
9 INSTALL NEW MANUAL BALANCING DAMPER IN EXISTINGDUCTWORK. SET DAMPER FOR 1600 CFM.
10 INSTALL NEW MANUAL BALANCING DAMPER IN EXISTINGDUCTWORK. SET DAMPER FOR 1800 CFM.
11 INSTALL NEW MANUAL BALANCING DAMPER IN EXISTINGDUCTWORK. SET DAMPER FOR 750 CFM.
12 INSTALL NEW MANUAL BALANCING DAMPER IN EXISTINGDUCTWORK. SET DAMPER FOR 1080 CFM.
13 INSTALL NEW MANUAL BALANCING DAMPER IN EXISTINGDUCTWORK. SET DAMPER FOR 775 CFM.
14 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 600 CFM.
15 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 455 CFM.
16 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 510 CFM.
17 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 580 CFM.
18 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 305 CFM.
19 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 760 CFM.
20 INSTALL MANUAL BALANCING DAMPER IN NEW SUPPLYDUCTWORK. SET DAMPER FOR 1125 CFM.
21 6" DIA. EXHAUST AIR DUCT RISE THRU ROOF. TERMINATE DUCT24" ABOVE ROOF ELEVATION IN NON-BACKDRAFT TYPE VENTCAP.
22 9" DIA. EXHAUST AIR DUCT RISE THRU ROOF. TERMINATE DUCT24" ABOVE ROOF ELEVATION IN NON-BACKDRAFT TYPE VENTCAP.
23 PROVIDE AND INSTALL NEW WALL MOUNTED ZONE THERMOSTAT,CONDUIT AND WIRING BACK TO UNIT. ALL ATC WIRING SHALL BERUN IN A MINIMUM OF 3/4" CONDUIT. ATC CONTRACTOR SHALLPROVIDE AND INSTALL ALL REQUIRED WIRING AND CONDUIT.NEW THERMOSTAT SHALL BE COMPATIBLE WITH EXISTING I/NETCONTROL SYSTEM.
24 PROVIDE RETURN AIR SOUND BOOT IN WALL ABOVE CEILING(TYPICAL).
25 MAKE NEW DUCT CONNECTION TO EXISTING. FIELD VERIFYEXACT LOCATION AND DIMENSION OF EXISTING DUCT.
26 WALL SWITCH TO CONTROL OPERATION OF EXHAUST FAN EF-2.
27 REBALANCE MULTIZONE UNIT MZ-1 SUPPLY TO 9,740 CFM.
28 NEW COMBINATION FIRE/SMOKE DAMPER. 120/1/60 POWER.
29 EXISTING TRANSFER AIR DUCT TO REMAIN.
30 RAISE NEW DUCTWORK AS HIGH AS POSSIBLE. COORDINATEREQUIRED HEIGHT WITH ARCHITECT. PATCH EXISTINGPENETRATION WITH 2 HR RATED MATERIAL.
31 ***CAUTION - EXISTING SNOWMELT SYSTEM IN SIDEWALK***CONTRACTOR SHALL HAND DIG PENETRATIONS AT EXISTINGSIDEWALKS TO AVOID DAMAGE TO EXISTING SNOWMELT TUBINGIN CONCRETE.
REFERENCE NOTES#
X2 VE ITEM CHANGES 07/29/2016
GRILLE SCHEDULE
DIFFUSER SCHEDULE
EXHAUST FAN SCHEDULE
45° HIGH EFFICIENCY DUCT TAKE-OFFNOT TO SCALE
45°
5
M501
INSULATE HIGH
EFFICIENCY TAKE-OFF
FITTING
VOLUME DAMPER
WITH LOCKING
QUADRANT
MINIMUM DUCT HEIGHT = BRANCH
DUCT DIAMETER + 4"
NEOPRENE GASKET SEAL
RECTANGULAR
S.A. DUCT
MANUAL BALANCING
DAMPER WITH LOCKING
NOT TO SCALE
LOW PRESSURE DUCT DETAILS
BRANCH TAKE-OFF
TEE CONNECTION
ELBOW
TURNING VANES WITH
TRAILING EDGES
45 DEG. BRANCH TAKE-OFF
FROM MAINQUADRANT
6
M501
1" MIN.
NOT TO SCALE
FLEX DUCT SPIN IN FITTING 3
M501
INSULATED SHEET METAL DUCT
HIGH EFFICIENCY TAKE-OFF WITH
BALANCING DAMPER AND
LOCKING QUADRANT (OPERATOR
OUTSIDE OF INSULATION WRAP)
ATTACH FLEX DUCT TO RIGID DUCT
SECTIONS WITH TYTON CINCH
BANDS
WRAP ALL RIGID DUCT
W/ FOIL FACED 1.1/2"
FIBERGLASS DUCT WRAP
#10 x 3/4" SELF TAPPING
CADMIUM PLATED SCREWS.
NO POP RIVETS ALLOWED
HANGER
STRAPS
FASTEN RIGID DUCT
TO SPIN-IN W/ SHEET
METAL SCREWS
5
M501
45 DEG. BRANCH TAKE-OFF
FROM MAIN
EXHAUST DUCT PENETRATION AT ROOF DETAIL
EXISTING ROOF LINE
ROOFING CONTRACTOR
RAIN COLLAR BY
NEW EXHAUST DUCT
NOT TO SCALE
2
M501
24"
MIN
. E
XH
AU
ST
DUCT LINER
METAL FASTENERS
12" O.C. MAX.
NOT MORE THAN
2" FROM EDGE
OF LINER
G.I. DUCT
DUCT LINER
LINER TO BE
ADHERED TO DUCT
WITH 100% ADHESIVE.
DUCT LINER DETAILNOT TO SCALE M501
TOP & BOTTOM SECTION OF
LINER SHALL OVERLAP THE
SIDES
ALL ENDS OF LINER TO BE
COATED WITH ADHESIVE. ENDS
OF LINER SHALL BE BUTTED
FIRMLY TOGETHER AND TAPED
OVER.
ROOF FLASHING BY ROOFING
CONTRACTOR.
'DO NOT' ANCHOR FLASHING
TO DUCT. DUCT MUST MOVE
FOR ROOF EXPANSION.
PROVIDE NEW
BREIDERT TYPE VENT
CAP WHERE NOTED
7
M501
SEE MECHANICAL
PIPING/RETURN AIR
PLANS FOR BOOT
SIZES
BOOT SHALL
HAVE 22 GA.
SHEET METAL
SKIN FOR BOOT
WIDTHS OF 38"
AND SMALLER.
20 GA. SHEET
METAL FOR 40"
AND LARGER
INSTALL SOUND
BOOT IN WALL
ABOVE CEILING.
SEAL BOOT AT
WALL AIRTIGHT
RETURN AIR SOUND BOOT DETAILNOT TO SCALE
1" INTERIOR
ACOUSTICAL DUCT
LINER
WALL ABOVE
CEILING
WID
TH VARIE
S
SEE PLANS
H
6"
MIN
.
2 X H (MIN.)
NOTE:
1/4" DIA STEEL
HANGER RODS
(4 REQ'D)
VIBRATION ISOLATOR
(4 REQ'D)
EXHAUST GRILLE
DUCT THRU ROOF
PROVIDE WEATHERPROOF
ROOF CAP
BACKDRAFT
DAMPER
FLEXIBLE
CONNECTION
DUCT TRANSITION
CEILING
CEILING EXHAUST FAN DETAILNOT TO SCALE
1
M501
RETURN AIRCEILING24" x 24"
MAKE & MODELTYPELOCATIONSIZESYMBOL (1)
(2)
GRILLE SHALL HAVE BRIGHT WHITE FINISH.
NOTES:
(2)
(1)
GRILLE SHALL FIT IN T-BAR CEILING.
12" x 24" CEILING RETURN AIR TITUS 4FL-3G-2
G-1
4 - WAYCEILING
TYPE MAKE & MODELLOCATION AIR PATTERNNECK SIZESYMBOL
SUPPLY
AIR
(1)
(1)
(1)
NOTES:
(2)
(1) DIFFUSERS SHALL BE 24"x24" MODULE FOR LAY-IN OR GYP. BOARD CEILING INSTALLATION. COORDINATE MOUNTING FRAME
WITH INSTALLATION LOCATION AND ARCHITECTURAL REFLECTED CEILING PLAN
DIFFUSERS SHALL BE BRIGHT WHITE
SUPPLY
AIR
SUPPLY
AIR
SUPPLY
AIR
SUPPLY
AIR
7" DIA.
8" DIA.
10" DIA.
12" DIA.
CEILING
CEILING
CEILING
CEILING
4 - WAY
4 - WAY
4 - WAY
4 - WAYD-5
CFM
D-4
CFM
D-3
CFM
D-2
CFM
D-1
CFM
(2)
TITUS 4FL-3 (2)
6" DIA.
(3 DIFFUSERS SHALL BE SURFACE MOUNTING TYPE
EXHAUST AIR
SYMBOL
EF-1
SERVICE
CEILING DIRECT
TYPE DRIVE
1/8 H.P.
120/1/60
MOTOR
0.375" 75 650
E.S.P. C.F.M
TWIN CITY T100H
MAKE & MODELRPM
NOTES:
(1) FAN SHALL BE COMPLETE WITH CEILING GRILLE AND BACKDRAFT DAMPER.
(1)
EXHAUST AIREF-2 CEILING DIRECT1/4 H.P.
120/1/600.375" 275 686 TWIN CITY T400H
(1)
TITUS OMNI-3
TITUS OMNI-3
TITUS OMNI-3
TITUS OMNI-3
(1)
(3)TITUS OMNI-1
(3)24" x 24" CEILING RETURN AIR TITUS 4FL-1G-3
(3) GRILLE SHALL SHALL HAVE FRAME FOR SURFACE MOUNTING IN GYP. BOARD CEILING.
(3)14" x 14" CEILING RETURN AIR TITUS 4FL-1G-4
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.
SUITE #105
PLEASANT GROVE, UTAH 84062
PHONE: (801) 769-3000
FAX: (801) 769-3001
SHEET DESCRIPTION:
DATE:
PROJECT #:PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF
CURTIS MINER ARCHITECTURE AND MAY NOT
BE REPRODUCED WITHOUT WRITTEN CONSENT.
© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
1/23
/201
9 11
:45:
08 A
M
T:\1
8133
--
Sun
rise
Ele
m A
dmin
Rem
odel
\Dra
win
gs\M
EC
H19
SU
NR
ISE
ELE
M. O
FF
ICE
UP
GR
AD
E.r
vt
SUNRISE ELEMENTARY OFFICE
UPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
MECHANICAL SCHEDULES AND
DETAILS M501
23 JANUARY 2019
CMA 17-006.2MFT
MFT
BID
SET
1/2"
RD
RD
RD
RD
1
21"
4"
4"
2"
1/2"1/2"
3
4
5
6
7
8
9
10
11
12
13
14
15
16
13
55
10
9
16 5
4
8
1−1/4"
1/2"
1/2"
3/4"
10
9
9
5
75
13
16
7
11
3
7
4
3/4"
1/2"
4"
4"
1"
2"
4"
4"
4"
4"
2"
2"
1/2"2"
7
3
12
7
1
13
8
7
13
6
8
2"
2"
2"
2"
1−1/2"
3
3
4
4
A A
B B
C C
D D
11
4
2
2"
517
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.
SUITE #105
PLEASANT GROVE, UTAH 84062
PHONE: (801) 769-3000
FAX: (801) 769-3001
SHEET DESCRIPTION:
DATE:
PROJECT #:PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF
CURTIS MINER ARCHITECTURE AND MAY NOT
BE REPRODUCED WITHOUT WRITTEN CONSENT.
© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
1/23
/201
9 11
:52:
24 A
M
T:\1
8133
--
Sun
rise
Ele
m A
dmin
Rem
odel
\Dra
win
gs\M
EC
H19
SU
NR
ISE
ELE
M. O
FF
ICE
UP
GR
AD
E.r
vt
SUNRISE ELEMENTARY OFFICE
UPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
PLUMBING DEMOLITION PLAN P011
23 JANUARY 2019
CMA 17-006.2MFT
MFT
BID
SET
SCALE: 3/16" = 1'-0"
PLUMBING DEMOLITION PLANN
0 2' - 8" 5' - 4" 10' - 8"
1 EXISTING COLD WATER LINE TO BE REMOVED.
2 EXISTING HOSE BIBB TO BE REMOVED.
3 EXISTING HOT AND COLD WATER PIPING TO REMAIN.FIELD VERIFY EXACT LOCATION.
4 EXISTING SHUT-OFF VALVE TO REMAIN (TYPICAL).
5 EXISTING HOT AND COLD WATER PIPING TO BEREMOVED.
6 EXISTING COUNTER MOUNTED SINK AND ALLASSOCIATED HOT, COLD, WASTE AND VENT PIPING TO BEREMOVED. CAP WASTE PIPING BELOW FLOOR ANDREMOVE EXISTING VENT THRU ROOF.
7 EXISTING WASTE LINE BELOW FINISHED FLOOR. FIELDVERIFY EXACT LOCATION AND DEPTH.
8 CAP EXISTING HOT AND COLD WATER PIPING ABOVECEILING.
9 EXISTING WATER CLOSET TO BE REMOVED. CAP WASTEPIPING BELOW FLOOR AND REMOVE ALL VENT PIPING INWALL AND ABOVE CEILING.
10 EXISTING FLOOR DRAIN TO BE REMOVED. CAP WASTEPIPING BELOW FLOOR.
11 EXISTING LAVATORY, HOSE BIBB AND ALL ASSOCIATEDHOT, COLD, WASTE AND VENT PIPING TO BE REMOVED.CAP WASTE PIPING BELOW FLOOR AND REMOVE ALLVENT PIPING IN WALL AND ABOVE CEILING.
12 EXISTING ROOF DRAIN PIPING BELOW FLOOR TO REMAIN.
13 EXISTING VENT THRU ROOF TO BE REMOVED.
14 EXISTING ELKAY REFRIGERATED DUAL LEVEL DRINKINGFOUNTAIN TO BE REMOVED AND TURNED OVER TOOWNER.
15 EXISTING FLOOR TYPE URINAL AND ALL ASSOCIATEDCOLD, WASTE AND VENT PIPING TO BE REMOVED. CAPWASTE PIPING BELOW FLOOR AND REMOVE ALL VENTPIPING IN WALL AND ABOVE CEILING.
16 EXISTING VENT PIPING ABOVE CEILING TO BE REMOVED.
17 APPROXIMATE LOCATION OF EXISTING FLOORCLEANOUT.
REFERENCE NOTES#
OFFICE
106
OFFICE
105
RESTROOM
109
RESTROOM
110
FACULTY LOUNGE
107
NURSE
112
RESTROOM
111
RECEPTION
101
PRINCIPAL
102
ELEC.
104
STORAGE
103
HALL
108
CORRIDOR
113
EXISTING
150
EXISTING
151
SECURE ENTRY
100
RD
RD
RD
RD
4"
4"
4"
4"
4"
4"
2" 2"
S
1
2"
FCO1
P501
(TYP)
FCO
FCO
FCO
FCO
FD
1
FD
1
L
1
L
1
L
1
FCO
4"4"
4"
DF
1
S
2
FD
1
4"
2"
4"
4"
2"2"
3" VTR
4" 4"
4"
4"2"
2"
4"
4"
4"
2"
1
2
3
4
5
6
2" VTR
4"
7
6
7
2
6
7
7
6
WC
1
73
P501(TYP)
6
4"
1
5
P501
(TYP)
3
3
4
4
A
A
B B
C C
D D
2"21
21
22
23
7FCO 2"
2"
2"
D
1
24
D
3/4"
D
256
P501
1
1
WC
1
WC
1
6
6
1
2"
1
OFFICE
106
OFFICE
105
RESTROOM
109
RESTROOM
110
FACULTY LOUNGE
107
NURSE
112
RESTROOM
111
RECEPTION
101
PRINCIPAL
102
ELEC.
104
STORAGE
103
HALL
108
CORRIDOR
113
EXISTING
150
EXISTING
151
SECURE ENTRY
100
1−1/4"
1/2"
1/2"
3/4"
3/4"1/2"
S
1
2"
2"
2"
2"
2"
1−1/2"
L
1
TV
1
1−1/2"
3/4"
HB
1
S
2
L
1WC
1
TV
1
L
1
1 1/4"1 1/4"
3/4" 1"
1/2"
1"
1 1/2"
3/4"
1/2"
1"
1"
1 1/2"1"
HB
2
8
9
10 11
12
13
14
1516
17
18
19
20
8
9
DF
1
TV
1
19
10
2
P501
(TYP.)
9
(BELOW LAV)
9
8
3
3
4
4
A
A
B B
C C
D D
WC
1
WC
1
1/2"
1/2"
D
1
11
19
26
1/2"
1/2"1/2"
24 11
IMB
1
IMB
1
1120
11
TV
1
1 1/2" HB
2
HB
2
(BELOW LAV)
1/2"
(BELOW LAV)
2"27
27
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.
SUITE #105
PLEASANT GROVE, UTAH 84062
PHONE: (801) 769-3000
FAX: (801) 769-3001
SHEET DESCRIPTION:
DATE:
PROJECT #:PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF
CURTIS MINER ARCHITECTURE AND MAY NOT
BE REPRODUCED WITHOUT WRITTEN CONSENT.
© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
1/23
/201
9 11
:45:
11 A
M
T:\1
8133
--
Sun
rise
Ele
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dmin
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ICE
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AD
E.r
vt
SUNRISE ELEMENTARY OFFICE
UPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
PLUMBING FLOOR PLAN P101
23 JANUARY 2019
CMA 17-006.2MFT
MFT
BID
SET
SCALE: 3/16" = 1'-0"
PLUMBING FLOOR PLAN
1 EXISTING WASTE LINE BELOW FINISHED FLOOR. FIELDVERIFY EXACT LOCATION AND DEPTH.
2 EXISTING ROOF DRAIN PIPING BELOW FLOOR TO REMAIN.FIELD VERIFY LOCATION AND DEPTH.
3 PROVIDE NEW FLOOR CLEANOUT. CONNECT TOEXISTING WASTE LINE BELOW FLOOR.
4 CAP EXISTING WASTE LINE BELOW FLOOR.
5 MAKE NEW WASTE CONNECTION TO EXISTING BELOWFINISHED FLOOR. VERIFY EXACT LOCATION AND DEPTHOF EXISTING PIPING BELOW FLOOR.
6 RUN NEW WASTE PIPING BELOW EXISTING FLOOR.SAWCUT EXISTING FLOOR AND PATCH AS REQUIRED TOMATCH EXISTING.
7 NEW FLOOR CLEANOUT.
8 EXISTING HOT AND COLD WATER PIPING ABOVE CEILING.FIELD VERIFY EXACT LOCATION.
9 RUN NEW HOT AND COLD WATER PIPING AS HIGH ASPOSSIBLE ABOVE CEILING. COORDINATE ROUTING WITHEXISTING CONDITIONS AND ALL TRADES.
10 MAKE NEW 1-1/2" HOT WATER CONNECTION TO EXISTINGPIPING. REPAIR INSULATION AT TIE-IN.
11 BALL VALVE (TYPICAL).
12 CALIBRATED BALANCING VALVE ON HOT WATER PIPING.SET AT 0.25 GPM.
13 CALIBRATED BALANCING VALVE. AFTER SYSTEM ISOPERATIONAL, READ VALVE AT FULL OPEN AND ADJUSTVALVE TO 0.25 GPM LESS THE FULL FLOW VALUE.
14 WATER HAMMER ARRESTOR. INSTALL IN AN ACCESSIBLELOCATION.
15 1" COLD, 1" HOT DOWN AND 3/4" HOT UP TO SERVE ONEWATER CLOSET, ONE LAVATORY AND ONE HOSE BIBB.
16 1" COLD, 3/4" HOT DOWN AND 1/2" HOT UP TO SERVE ONEWATER CLOSET, ONE LAVATORY AND ONE HOSE BIBB.
17 3/4" COLD, 1/2" HOT DOWN AND 1/2" HOT UP TO SERVEONE LAVATORY AND ONE HOSE BIBB.
18 NEW HOT WATER PIPING ABOVE CEILING. COORDINATEROUTING WITH EXISTING CONDITIONS AND ALL TRADES.
19 NEW COLD WATER PIPING ABOVE CEILING. COORDINATEROUTING WITH EXISTING CONDITIONS AND ALL TRADES.
20 MAKE NEW COLD WATER CONNECTION TO EXISTING.REPAIR INSULATION AT TIE-IN.
21 RUN ALL HORIZONTAL VENT PIPING AS HIGH ASPOSSIBLE ABOVE CEILING.
22 3" VENT THRU ROOF. SEE DETAIL 1/P501.
23 2" VENT THRU ROOF. SEE DETAIL 1/P501.
24 OWNER FURNISHED COUNTERTOP ICE MACHINE.PROVIDE ROUGH-IN AND FINAL CONNECTION.
25 RUN 3/4" ICE MAKER DRAIN IN WALL. SLOPE DRAIN DOWNTO DISPOSER BELOW SINK S-1.
26 CORE DRILL EXISTING OUTSIDE WALL AS REQUIRED TOINSTALL NEW HOSE BIBB.
27 FIRE CAULK EXISTING PIPING AT 2 HOUR WALLPENETRATION.
N
0 2' - 8" 5' - 4" 10' - 8"
SCALE: 3/16" = 1'-0"
PLUMBING FLOOR PLANN
0 2' - 8" 5' - 4" 10' - 8"
(WASTE & VENT)(WATER SUPPLY)
REFERENCE NOTES#
PLUMBING FIXTURE SCHEDULE
PLUMBING LEGEND
D D
PIPE SUPPORT DETAILNOT TO SCALE
NOTE:
4
P501
HOT WATER HOT WATER
9"
MA
X.
NOT TO SCALE
PUBLIC LAVATORY PIPING DETAILP501
2
1/2"
MIN
.
12"
MIN
.
24"
VENT THRU ROOF DETAILNOT TO SCALE
1
P501
FLOOR CLEANOUT DETAIL
NOT TO SCALE
3
P501
SYMBOL FIXTURE WASTE VENT NOTESC.W. H.W.
4" 2" 1" --
1-1/2" 1-1/2" 1/2" 1/2" WALL MOUNTED
SINK
SINK
--
HOSE BIBB -- -- -- NON - FREEZE
HOSE BIBB W/ INTEGRAL VACUUM BREAKER
TEMPERING VALVE
ICE MAKER BOX
3/4 H.P. - 120/1/60
3/8" 3/8"
DRINKING FOUNTAIN
3/4"
--
DISPOSER
--1/2"
-- ------
WC1
L1
S1
S2
DF1
HB1
HB2
TV1
IMB1
D1
1-1/2" 1-1/2" 1/2" 1/2"
1-1/2" 1-1/2" 1/2" 1/2"
1-1/2" 1-1/2" 1/2"
-- -- 3/4"
-- --
-- --
TYPICAL WASTE TRENCH DETAILNOT TO SCALE P501
5
6"
6"
DE
PT
H V
AR
IES
APPROVED BACKFILL MATERIAL.
SEE SPECIFICATION SECTION 15050.
COMPACT TO 95% DENSITY
CONCRETE FLOOR LINE
WASTE PIPING
6" MIN. SAND ABOVE AND BELOW PIPE.
INSTALL PIPE ON STABLE SHAPED
TRENCH TO FIT BOTTOM OF PIPE
FLOOR MOUNTED
FLUSH VALVE
COUNTER MOUNTED
STAINLESS STEEL - NURSE
BI - LEVEL WITH
BOTTLE FILLER
FLOOR MOUNTED
FLUSH VALVE
WALL BOX WITH SHUT-OFF
VALVE
WATER CLOSET
(ADA)
LAVATORY
(ADA)
ICE MACHINE DRAIN DETAILNOT TO SCALE
6
P501
S1
D1
WASTE
VENT
COLD WATER
HOT WATER
DRAIN
COUNTER MOUNTED STAINLESS STEEL WITH
D-1 AT R.H. COMPARTMENT - FACULTY LOUNGE
FAUCET
1/2" COLD WATER
INSTALL MIXING VALVE
AS HIGH AS POSSIBLE
BELOW LAVATORY
1/4 TURN ANGLE STOP
WITH LOOSE KEY (TYPICAL)
ASSE 1070
THERMOSTATIC MIXING
VALVE. INSTALL AS HIGH
AS POSSIBLE BELOW LAV.
WALL MOUNTED
LAVATORY
CLEANOUT AND ACCESS
COVER. TOP OF COVER
TO BE FLUSH WITH TOP
OF FINISHED FLOORFLOOR LINE. CARPET
OR TILE FINISH
FLOOR SLAB
1/8" BEND
WASTE LINE LATERAL
OR TRUNK
WASTE LINE
TIE 1" DRAIN LINE
INTO DISPOSER
VENT
3/4" COPPER ICE MACHINE DRAIN.
SLOPE DRAIN DOWN FROM ICE
MACHINE TO DISPOSERDISPOSER
FLOOR
P-TRAP
SINK
INSULATION SHIELD. SIZE SHIELD TO
PREVENT COMPRESSION OF
INSULATION. VAPOR SEAL ALL SEAMS,
JOINTS, AND TERMINALS WHEN USED
ON LOW TEMPERATURE PIPE
OVERSIZED CLEVIS HANGER.
MOUNT ON OUTSIDE OF
INSULATION
RIGID CALCIUM SILICATE
BLOCK INSULATION. EXTEND
6" BEYOND SHIELD
DOUBLE NUT
(TYPICAL)
PIPE INSULATION (SEE
SPECIFICATIONS)
DETAIL APPLIES TO ALL
DOMESTIC WATER
PIPING.
HANGER ROD
SQUARE FLASHING
FLANGE BY ROOFING
CONTRACTOR
VENT FLASHING RAIN
COLLAR WITH CLAMP
BY ROOFING
CONTRACTOR
EXISTING ROOF
VENT FLASHING RAIN
COLLAR WITH CLAMP
VENT PIPE
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.
SUITE #105
PLEASANT GROVE, UTAH 84062
PHONE: (801) 769-3000
FAX: (801) 769-3001
SHEET DESCRIPTION:
DATE:
PROJECT #:PROJ. MAN.:
CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF
CURTIS MINER ARCHITECTURE AND MAY NOT
BE REPRODUCED WITHOUT WRITTEN CONSENT.
© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE
1/23
/201
9 11
:45:
11 A
M
T:\1
8133
--
Sun
rise
Ele
m A
dmin
Rem
odel
\Dra
win
gs\M
EC
H19
SU
NR
ISE
ELE
M. O
FF
ICE
UP
GR
AD
E.r
vt
SUNRISE ELEMENTARY OFFICE
UPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
PLUMBING SCHEDULES AND
DETAILS P501
23 JANUARY 2019
CMA 17-006.2MFT
MFT
BID
SET
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
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SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:13 A
MD:
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onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
SYMBOLS, SCHEDULES ANDNOTES E001
24 JAN. 2019CMA 17-006.2
RLWBNA
-
SHEET INDEXE001 SYMBOLS, SCHEDULES AND NOTESE002 SCHEDULES
E111 ELECTRICAL DEMOLITION PLAN
E201 LIGHTING PLAN
E301 POWER PLAN
E401 SYSTEMS PLAN
E501 PANELBOARD SCHEDULES
E601 ELECTRICAL DIAGRAMSE602 ELECTRICAL DIAGRAMS
ET001 SYMBOLS, SCHEDULES AND NOTES
ET401 INTERCOM PLAN
ET601 AUDIOVISUAL DIAGRAMS
SHEET KEY NOTESEXISITNG LIGHT FIXTURES TO BE REMOVED. REMOVE ASSOCIATED CONDUIT AND WIRING UPTO JUNCTION BOX ABOVE CEILING.
842
TC
J
P
F
S
F
H
S
DD
R
CM
D
ML
CR
34EQ
A
H
MM
S
1D
2D
A
I
M
ES
TA
PP
S
S
SSSSS
C
S
SEE DIAGRAM,SPECIFICATION
EQUIPMENT CABINET/RACK CIRCUIT TO 120V
ARCHITECTURAL ROOM NUMBER
TIME CLOCK +5'-0" 2.
JUNCTION BOX ('F' IN FLOOR) AS NOTED
MOTOR OUTLET EQUIP.TO SUIT
PHOTO-ELECTRIC CONTROL TORK 2000AAS NOTED
PUSHBUTTON +4'-0" 6.
NON-FUSED DISCONNECT SWITCH +5'-0" 5.
FUSED DISCONNECT SWITCH +5'-0" 5.
MANUAL STARTER THERMAL OVERLOAD SWITCH WITH PILOT LIGHT
T +4'-0" 2.
VARIABLE FREQUENCY DRIVEVFD +6'-6"
MAGNETIC STARTER / DISCONNECT COMBINATION +5'-0"
PANEL BOARD TOP AT+6'-0"
MAIN DISTRIBUTION PANEL
TELEPHONE TERMINAL BOARD
FIRE ALARM MANUAL STATION +4'-0" 6.
FIRE ALARM SIGNAL HORN/STROBE 6.
SMOKE DETECTOR CEILING
DUCT SMOKE DETECTOR MTD. IN DUCT
FIRE/SMOKE DAMPER
DOOR HOLDER AS NOTED
ST TAMPER SWITCH
FIRE ALARM RELAY OR SECURITY RELAY
FIRE ALARM CONTROL MODULE
DURESS PUSHBUTTON +4'-0"
MAGNETIC SHEAR LOCK
ACCESS CONTROL CARD READER +4'-0" 6.
CAMERA - SEE SCHEDULE AS NOTED
EQUIPMENT NUMBER
LIGHT FIXTURE (LETTER DESIGNATES TYPE)
BELL +7'-6"
HEAT DETECTOR CEILING
SF FLOW SWITCH
FW WATER FLOOD INDICATOR
FIRE ALARM MONITOR MODULE
FIRE ALARM STROBE
SECURITY SYSTEM DOOR SWITCH DOORJAMB
MOUNT AS PER. MFR.SECURITY SYSTEM OVERHEAD DOOR SWITCH CEILING
SECURITY SYSTEM KEYED ACCESS SWITCH +4'-0" 6.
INFRARED SENSOR AS NOTEDMOUNT AS PER. MFR.SECURITY MOTION DETECTOR
ELECTRIC DOOR STRIKE
DOOR POSITION INDICATING SWITCH
O.S. & Y. VALVE SEE DIAGRAM
LOW VOLTAGE TRANSFORMER
CORD DROP SEE DIAGRAM
AUTOMATIC RELAY PACK CEILING SEE DIAGRAM. SPEC.
POWER PACK CEILING SEE DIAGRAM, SPEC.
CALL SWITCH +4'-0" 6.
PLUGMOLD +46" ORAS NOTED
SPECIAL PURPOSE OUTLET 10. WITH CAP. 11.AS NOTED+16" OR
MOMENTARY CONTACT SWITCH, CENTER POSITION OFF +4'-0" 6.
TIMER SWITCH +4'-0" 6.TM
P SWITCH WITH PILOT LIGHT +4'-0" 6.
K KEY OPERATED SWITCH +4'-0" 6.
4 FOUR-WAY SWITCH +4'-0" 6.
3 THREE-WAY SWITCH +4'-0" 6.
x 6. 4.SINGLE POLE SWITCH +4'-0"
AS NOTEDCEILING/WALL MOUNTED EXIT LIGHT CEILING/ 1.3.8.
FLOOD OR TRACK FIXTURE AS NOTED
EGRESS LIGHT FIXTURE AS NOTED UNSWITCHED
LIGHT FIXTURE AS NOTED 1
RECESSED DOWNLIGHT FIXTURE CEILING 1.
WALL LIGHT FIXTURE AS NOTED 1.
CEILING LIGHT FIXTURE CEILING 1.
CABLE TRAY AS NOTED
CONDUIT STUB LOCATION CONDUITCAP
CONDUIT DOWN
CONDUIT UP
CONDUIT RUN CONCEALED IN FLOOR OR GROUND
CONDUIT RUN CONCEALED IN WALL OR CEILING
3 CIRCUIT, HOME RUN TO PANEL
2 CIRCUIT, HOME RUN TO PANEL
ONE CIRCUIT, HOME RUN TO PANEL CLOCK OUTLET +7'-6" 8.
ELECTRIC WATER COOLER RECEPTACLEW SEE DIAGRAM
A DUPLEX RECEPTACLE 9.
+4'-0" 6.CEILING/WALL MOUNTED OCCUPANCY SENSOR CEILING/
BASEAREA LIGHT POLE AND FIXTURE CONCRETE SEE DIAGRAM
VARIABLE INTENSITY SWITCH +4'-0" 6.D
DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
WEATHERPROOF RECEPTACLEWP 2. 9.AS NOTED+24" OR
GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
DUPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR
FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
FOURPLEX RECEPTACLE EMERGENCY POWER (RED) 9. 11.AS NOTED+16" OR
TELEVISION OUTLET 11.AS NOTED+16" OR
LOW VOLTAGE WALLSTATION (SUBSCRIPT INDICATES +4'-0"CONFIGURATION & CONTROL SEQUENCE) SEE DIAGRAM
ELECTRICAL SYMBOL SCHEDULE
NOTESMOUNTING HEIGHTDESCRIPTIONSYMBOL
STANDARD 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.
NOTESMOUNTING HEIGHTDESCRIPTIONSYMBOL
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, ONE CABLE CEILING
FT FLIP-TOP BOX
TOMBSTONE RECEPTACLE
DIGITAL DAYLIGHT SENSOR CEILING
V ASPIRATING SMOKE DETECTION SYSTEM CEILING MOUNT AS PER. MFR.
UPPER OUTLETSWITCH CONTROLLEDDUPLEX RECEPTACLE 9. 11.AS NOTED
+16" OR
SIMPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
ISOLATED GROUND RECEPTACLEIG 2. 9.AS NOTED+16" OR
DATA OUTLET, ONE CABLE 9. 11.AS NOTED
DATA OUTLET, TWO CABLES 9. 11.AS NOTED+16" OR
DATA OUTLET, THREE CABLES 9. 11.+16" OR
PT POKE THRU - SEE SCHEDULE FLOOR
9.
MAGNETIC STARTER +5'-0" 7.
CHIME +7'-6"
E FIRE ALARM SIGNAL SPEAKER/STROBE 6.
K FIRE ALARM SPEAKER ONLY 6.
G GLASS BREAK DETECTOR CEILING
+16" OR
AS NOTED
12.
EL ELECTRIC DOOR LOCK 12.
GROUND FAULT INTERRUPTER FOURPLEX RECEPTACLE 9. 11.AS NOTED+16" OR
R ACCESS CONTROL SYSTEM, REQUEST TO EXIT
K SECURITY SYSTEM KEYPAD +4'-0" 6.
POWER POLE
RC DIGITAL ROOM CONTROLLER (SUBSCRIPT INDICATES NUMBER OF RELAYS) CEILING SEE DIAGRAM,
SPEC.X
CONDUIT/CIRCUIT CONTINUATION
.
TVSS PROTECTED RECEPTACLE 9. 11.AS NOTED+16" OR
DATA OUTLET, W/MORE THAN (3) CABLES 9. 11.+16" ORAS NOTEDX
CORD REEL SEE DIAGRAM
H CONCEALED FIRE ALARM SIGNAL HORN/STROBE
E CONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE
S CONCEALED FIRE ALARM SIGNAL STROBE
SCSMOKE/CARBON MONOXIDE DETECTOR
CCARBON MONOXIDE DETECTOR
CEILING
CEILING
BR ACCESS CONTROL BIOMETRIC READER +4'-0" 6.
TW TWO-WAY COMMUNICATION SYSTEM CALL STATION
TWZ TWO-WAY COMMUNICATION SYSTEM ANNUNCIATOR
DUPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTEDU+16" OR
SIMPLEX RECEPTACLE WITH USB OUTLET 9. 11.AS NOTED+16" OR
U
GROUND BUS BAR
+4'-0"
+4'-0" 6.
6.PANEL
SUBSCIPT A=ANALOG, D = DIGITAL
9. 11.AS NOTED+16" ORCONTROLLED RECEPTACLE
RECEPTACLE SWITCH PACK CEILINGR
B FIRE ALARM SIGNAL STROBE WITHBLUE COLORED LENS (CO VISUAL ALARM) +8'-0"
CEILING/ MOUNT AS PER. MFR.EP
ABOVECEILING
SEE DIAGRAM, SPEC.EMERGENCY LIGHTING CONTROL UNIT
+8'-0"
S CONCEALED FIRE ALARM SIGNAL STROBE WALL 6.+8'-0"
CLG CEILING
6.+8'-0"
ECONCEALED FIRE ALARM SIGNAL SPEAKER/STROBE WALL 6.+8'-0"
CLG CEILING
+8'-0"
H 6.+8'-0"CONCEALED FIRE ALARM SIGNAL HORN/STROBE WALL
CLG CEILING
+8'-0"
X6., SEE DIAGRAM, SPEC.
FB FLOOR BOX - SEE SCHEDULE FLOOR SEE DIAGRAM,SPEC.SEE DIAGRAM,SPEC.
SEE DIAGRAM,SPEC.
DEVICE/EQUIPMENT (TEXT DESIGNATES TYPE) SEE SCHEDULE
PMOUNT AS PER. MFR.SECURITY SYSTEM POP-IT
DP
CP CEILING PROJECTION SYSTEM CEILING BOX
FLAT PANEL DISPLAY WALL BOX SEE DIAGRAM,SPEC.SEE DIAGRAM,SPEC.
AS NOTED
CEILINGABOVE
ABBREV. DESCRIPTION ABBREV. DESCRIPTION
ABBREVIATIONS INDEX# NUMBERAC ALTERNATING CURRENTA.F.F. ABOVE FINISH FLOORAIC AMPS INTERRUPTING CAPACITYAM AMPS METERAMP AMPEREANN ANNUNCIATORATS AUTOMATIC TRANSFER SWITCHAUX AUXILIARYAWG AMERICAN WIRE GAUGEBC BARE COPPERBFG BELOW FINISH GRADEC CONDUITCAB CABINETCATB COMMUNITY ANTENNA TELEVISIONCATV CABLE TELEVISIONCKT CIRCUITCLG CEILINGCNTR CONTRACTORC.O. CONDUIT ONLYCRT COMPUTER TERMINALCT CURRENT TRANSFORMERCU COPPERC/W COMPLETE WITHDB DECIBELDC DIRECT CURRENTDWG DRAWING(E) EXISTINGEC EMPTY CONDUITEG EMERGENCY GENERATOREMT ELECTRICAL METALLIC TUBINGEX EXPLOSION PROOFFACP FIRE ALARM CONTROL PANELFC FOOT CANDLEFT FOOTGFI GROUND FAULT INTERRUPTERGND GROUNDGRC GALVANIZED RIGID CONDUITHP HORSE POWERHZ HERTZIG ISOLATED GROUNDIMC INTERMEDIATE METALLIC CONDUITIN INCHJ-BOX JUNCTION BOXKV KILOVOLTKVA KILOVOLT AMPERESKVAR KILOVARSKW KILOWATTLRA LOCKED ROTOR AMPSLTG LIGHTINGMNF MANUFACTURERMATV MASTER ANTENNA TELEVISIONMAX MAXIMUMMB MAIN BUSMCC MOTOR CONTROL CENTERMCM 1000 CIRCULAR MILLS
MH MANHOLEMIC MICROPHONEMIN MINIMUMMTG MOUNTINGMTR MOTORN/A NOT APPLICABLENC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECT. MANUFAC. ASSOC.NFC NATIONAL FIRE CODENFPA NATIONAL FIRE PROTECTION ASSOC.N.I.C. NOT IN CONTRACTNO NORMALLY OPENEDNTS NOT TO SCALEOS & Y OUTSIDE SCREW & YOKEPB PUSHBUTTONPF POWER FACTORPFR PHASE FAILURE RELAYPNL PANELPT POTENTIAL TRANSFORMERPVC POLYVINYL CHLORIDE CONDUIT(R) RELOCATERECEP RECEPTACLEREQ REQUIREMENTRLA RATED LOAD AMPSRMS ROOT MEAN SQUARESE SERVICE ENTRANCESPEC SPECIFICATIONSSPKR SPEAKERSS SELECTOR SWITCHSW SWITCHSWBD SWITCHBOARDSWGR SWITCHGEARTTB TELEPHONE TERMINAL BOARDTTC TELEPHONE TERMINAL CABINETTV TELEVISIONTYP TYPICALUG UNDERGROUNDUP UTAH POWERUPS UNINTERRUPTED POWER SUPPLYV VOLT (KV-KILOVOLT)VA/R VOLT-AMPS/REACTIVEVM VOLT METERW WATTSW/ WITHWH WATTHOUR METERW/O WITHOUTWP WEATHERPROOFXFMR TRANSFORMERXFMR SW TRANSFER SWITCHXP EXPLOSION PROOF1P SINGLE-PHASE2P TWO-POLE3P THREE-POLE4P FOUR-POLE∅ PHASE
GENERAL NOTESCONSULT ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHTING FIXTURES.
VERIFY ALL EQUIPMENT DIMENSIONS AND LOCATIONS BEFORE BEGINNING ROUGH IN. CONSULT ALL APPLICABLE CONTRACT DRAWINGS AND SHOP DRAWINGS TO INSURE NEC CODE CLEARANCES REQUIRED AROUND ALL ELECTRICAL EQUIPMENT.
CONTRACTOR SHALL VERIFY ALL ELECTRICAL LOADS (VOLTAGE, PHASE, CONNECTIONREQUIREMENTS, ETC) OF ALL EQUIPMENT FURNISHED UNDER ALL DIVISIONS, INCLUDING
ALL EXISTING EQUIPMENT TO BE RE-USED. REVIEW ALL SHOP DRAWINGS AND EXISTING EQUIPMENT BEFORE BEGINNING ROUGH-IN.
SEE SECTION 265100 (16510) OF THE SPECIFICATION FOR REQUIRED COORDINATION MEETINGS WITH MECHANICAL AND CEILING CONTRACTORS.
SEE APPLICABLE SHOP DRAWINGS FOR ROUGH IN LOCATION OF ALL EQUIPMENT, WIRING DEVICES, ETC. WHERE APPLICABLE MOUNT ALL WIRING DEVICES ABOVE BACK SPLASH EXCEPT THOSE SERVING UNDER COUNTER EQUIPMENT.
SEE SPECIFICATION FOR ENERGY SAVING LAMP AND BALLAST REQUIREMENTS.
FINISHES OF ALL LIGHT FIXTURES SHALL BE AS SELECTED BY ARCHITECT.
THE ELECTRICAL CONTRACTOR SHALL NOTIFY AND COOPERATE WITH THE MECHANICAL CONTRACTOR SUCH THAT NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO THE OPERATION OF THE ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE INSTALLED IN, ENTER OR PASS THRU ELECTRICAL ROOMS OR SPACES, OR ABOVE OR BELOW ELECTRICAL EQUIPMENT IN OTHER AREAS.ELECTRICAL BOXES SHALL NOT BE LOCATED IN MASONRY COLUMNS IN BRICK WALLS OR IN GROUTED CELLS ADJACENT TO OPENINGS. COORDINATE LOCATION OF BOXES WITH MASONRY CONTRACTOR.
ALL PENETRATIONS OF FIRE RATED FLOORS, WALLS, AND CEILINGS SHALL BE SEALED WITH APPROVED MATERIAL TO MAINTAIN FIRE RATING OF SURFACE PENETRATED.
CIRCUITS EXTENDING OVER 70' FOR 120 VOLT AND 115' FOR 277 VOLT 20 AMP CIRCUITS SHALL BE RUN WITH CONDUCTORS PER TABLE BELOW.
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DEMOLITION NOTESCOORDINATE ALL NEW ELECTRICAL EQUIPMENT REQUIREMENTS AND MAKE CONNECTION TO EXISTING SYSTEMS. THIS INCLUDES LIGHTING, POWER, SIGNAL, RACEWAY AND OTHER SYSTEMS INCLUDED UNDER DIVISION 26 (16).
RELOCATE, REWIRE AND/OR RECONNECT EXISTING ELECTRICAL DEVICES AND/OR EQUIPMENT THAT FOR ANY REASON OBSTRUCTS CONSTRUCTION.
CONCEAL ALL RACEWAY AND WIRING IN EXISTING WALLS, CEILINGS, FLOORS, ETC. EXCEPT WHERE THE USE OF SURFACE METAL RACEWAYS (E.G. WIRE MOLD) IS INDICATED ON DRAWINGS OR IN SPEC.
LEAVE ALL EXISTING EQUIPMENT, IN PORTIONS OF THE BUILDING NOT BEING REMODELED, IN WORKING CONDITION. RESTORE ALL INTERRUPTED BRANCH CIRCUITS, FEEDERS, ETC. TO WORKING CONDITION.
EXISTING RACEWAYS MAY BE REUSED (IN PLACE) WHERE POSSIBLE, AND WHERE IN COMPLIANCE WITH THE SPECIFICATIONS AND THE INTENT OF THE CONTRACT DOCUMENTS. INSURE INTEGRITY OF EXISTING RACEWAY BEFORE REUSE.
REMOVE ALL RACEWAYS, CONDUCTORS, BOXES, DEVICES, EQUIPMENT, ETC. THAT ARE NOT TO BE REUSED.
REMOVE EXISTING LIGHT FIXTURES WHICH ARE NOT TO BE REUSED, PLACE IN CARTON, LABEL APPROPRIATELY, AND RETURN TO OWNER, OR PROPERLY DISPOSE OF FIXTURES THAT THE OWNER CHOOSES NOT TO KEEP.
DO NOT PENETRATE STRUCTURAL ELEMENTS OF FLOORS, WALLS, CEILINGS, ROOFS, ETC.
DISCONNECT AND RECONNECT ANY/ALL FIXTURES, DEVICES, EQUIPMENT, ETC. REQUIRED FOR PROPER COMPLETION OF THE WORK.
MAXIMUM LENGTH
20 AMP MINIMUM BRANCH CIRCUIT CONDUCTOR SIZING
BRANCH CIRCUIT VOLTAGE
CONDUCTOR LENGTH (FT) 120 VOLT 277 VOLT<70 MIN. #12 AWG
70 - 115115 - 170170 - 270271 - 380
>380
MIN. #12 AWGMIN. #10 AWG MIN. #12 AWGMIN. #8 AWG MIN. #10 AWGMIN. #6 AWG MIN. #8 AWG
NOTE B MIN. #8 AWGNOTE 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.
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2.
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6.
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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.
1
BID
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OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
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PROJECT:
REVISION DATE1/2
3/201
9 9:18
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SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
SCHEDULES E002
24 JAN. 2019CMA 17-006.2
RLWBNA
-
FIXTURE SCHEDULE
Project Manager: RICHARD WARDLE
TYPE DESCRIPTION MFR. CATALOG NUMBER VOLTSTOTALWATTS LAMP
120 VA24 2X2 LED TROFFER WITH 2400 LUMENS AND ELECTRONIC DIMMING
DRIVERMETALUX 22CZ-LD5-24-UNV-L840-CD1-U 120 V INCLUDED
A34 2X2 LED TROFFER WITH 3400 LUMENS AND ELECTRONIC DIMMINGDRIVER
METALUX 22CZ-LD5-34-UNV-L840-CD1-U 120 V 30 INCLUDED
B40 2X4 LED TROFFER WITH 4000 LUMENS AND ELECTRONIC DIMMINGDRIVER
METALUX 24CZ-LD5-40-UNV-L840-CD1-U 120 V INCLUDED
B55 2X4 LED TROFFER WITH 5500 LUMENS AND ELECTRONIC DIMMINGDRIVER
METALUX 24CZ-LD5-55-UNV-L840-CD1-U 120 V 46 INCLUDED
C 1X4 FLANGE MOUNTED LED TROFFER WITH 4000 LUMENS, ACRYLICLENS AND ELECTRONIC BALLAST
METALUX 14GR-LD5-40-F125-UNV-L840-CD1-U 120 V INCLUDED
D 1X4 LED SURFACE WRAP WITH 3200 LUMENS, ACRYLIC LENS ANDELECTRONIC DRIVER
METALUX 4WNLED-LD4-32SL-F-UNV-L840-CD1-U 120 V 28 INCLUDED
E 4"RECESSED DOWNLIGHT WITH 2000 LUMENS, ELECTRONIC DIMMINGDRIVER AND GRAPHITE HAZE TRIM
PORTFOLIO LD4B-20-DE010-EU4B-1020-80-40-4LB-M-2-GPH-HB26
120 V 22 INCLUDED
OA 4"RECESSED DOWNLIGHT WITH 2000 LUMENS, LENS AND ELECTRONICDRIVER
EDISONPRICE
SHW-FES-4DL-40K-VOL 120 V 20 INCLUDED
OB 8" X 26" ARCHITECTURAL WALL SCONCE WITH 1460 LUMENS, FRAMEAND COLOR BY ARCHITECT, POLYCARBONATE LENS AND
ELECTRONIC DRIVER
KENALL MLAS826-5QR (VERIFY FRAME WITHARCHITECT) -PP-SCBA-1-25L40K-DCC-DV
120 V 29 INCLUDED
X1 LED EXIT SIGN WITH DIE CAST ALLUMINUM HOUSING SURE-LITES CX-6-1 120 V 2 INCLUDED
EQUIPMENT SCHEDULE
UNIT # DESCRIPTION
LOAD
VOLT
PH
AS
E
FULL
LO
AD
AM
PS
CO
ND
UIT
SIZ
E WIRES OCPD REFERENCE NOTES
HP
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REMARKS
EF 1 EXHAUST FAN 0.13 120 V 1 4.4 A 3/4" 1 2 12 12 CB 15 A 4AEF 1 EXHAUST FAN 0.13 120 V 1 4.4 A 3/4" 1 2 12 12 CB 15 A 4AEF 1 EXHAUST FAN 0.13 120 V 1 4.4 A 3/4" 1 2 12 12 CB 15 A 4AEF 2 EXHAUST FAN 0.25 120 V 1 5.8 A 3/4" 1 2 12 12 CB 15 A 4A
ELECTRICAL FLOOR BOX SCHEDULETYPE DESCRIPTION MFGR. CATALOG NUMBER PWR GANGS L.V. GANGSFB1 MULTI-SERVICE FLOOR BOX WITH (1) DUPLEX RECEPTACLE, (2)
DATA JACKS AND A/V INPUT JACKS NOTED ON A/V DRAWINGSWIREMOLD EFB6S-OG/(2) EFB6M/(4)
EFB-AAQ/EFB6S-2HUB1 5
LIGHTING SHOP DRAWING REQUIREMENTS
PRIOR APPROVAL REQUIREMENTS
BIDDING REQUIREMENTS
NOTE: NOT ALL ABBREVIATIONS WILL NECESSARILY BE USED.
LIGHT FIXTUREABBREVIATION SCHEDULE
LIGHT FIXTUREGENERAL NOTES
REFER TO SPECIFICATIONS 260500, 265100 & 265600 (16001, 16510 & 16551).
MUST INCLUDE BALLAST AND LAMP CUT SHEETS.
LINEAR LIGHTING MUST INCLUDE DETAILED DRAWINGS WITH SUPPORT DETAILS, STEM LOCATIONS AND HAVE ALL LENGTHS IDENTIFIED WITH STEMLOCATIONS.COLOR SAMPLES MUST BE INCLUDED IN FIRST SUBMITTAL.
CUT SHEETS MUST BE STAMPED WITH THE FACTORY REPRESENTATIVE'S COMPANY NAME.
VALUE ENGINEERING CONDUCTED WITHOUT THE DESIGN TEAM IE; ARCHITECT, OWNER, ENGINEER & LIGHTING CONSULTANT/DESIGNER WILL NOT BEALLOWED, REVIEWED OR APPROVED.
PROVIDE A LIST OF SPARE PARTS, EQUIPMENT & LAMPS.
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.REFER TO ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS OF LIGHT FIXTURES. BRING ALL DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING.REFER TO THE SPECIFICATIONS FOR OTHER LIGHT FIXTURE, FUSING, BALLAST, AND LAMP REQUIREMENTS AND ACCEPTABLE MANUFACTURERS.
REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR LOUVER REQUIREMENTS AS REQUIRED.
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.
PRIOR APPROVAL IS REQUIRED BEFORE BIDDING THIS PROJECT.
PRIOR APPROVALS 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.
PRIOR APPROVALS SHALL BE SIGNED BY A PRINCIPAL OF THE SUBMITTING ORGANIZATION STATING THAT THEY HAVE PREPARED AND/OR REVIEWED THE SUBMITTAL AND THAT THE PRODUCTS PROPOSED ARE EQUIVALENT TO THOSE SPECIFIED. ANY EXCEPTIONS SHALL BE SO NOTED.
ITEMS THAT ARE SUBMITTED AND HAVE BEEN APPROVED WILL BE LISTED IN THE ADDENDUM(S). VERBAL APPROVAL WILL NOT BE GIVEN ON ANY ITEM.
IT IS NOT THE RESPONSIBILITY OF THE ELECTRICAL ENGINEER TO NOTIFY THE SUBMITTING PARTY OF ERRORS IN THE SUBMITTAL. NOTIFICATION OF ERRORS BY THE ELECTRICAL ENGINEER PRIOR TO ISSUANCE OF THE ADDENDUM(S) MAY NOT BE GIVEN.
PRIOR APPROVALS SHALL CONSIST OF TWO SETS OF CUT SHEETS DESCRIBING THE PRODUCTS BEING SUBMITTED AS EQUIVALENTS. FAXES ARE NOTACCEPTABLE. ALL SPECIFICATION INFORMATION SHALL BE CLEARLY MARKED, WITH NON-APPLICABLE INFORMATION CROSSED OUT. COMPLETE PHOTOMETRIC DATA SHALL BE PROVIDED. PRODUCTS WITHOUT PHOTOMETRIC DATA WILL NOT BE APPROVED.
SUPPLY POINT-BY-POINTS AS REQUIRED BY THE ELECTRICAL ENGINEER AND/OR LIGHTING DESIGNER.
SAMPLE FIXTURES MUST BE SUPPLIED WITH A CORD, PLUG AND 120V BALLAST.
BID ONLY PRODUCTS THAT ARE SPECIFIED OR APPROVED BY ADDENDUM.
PACKAGING OF LIGHT FIXTURES WITH OTHER SYSTEMS IS NOT ALLOWED.
WHEN ONLY ONE PRODUCT IS APPROVED FOR BIDDING, THE PRICE FOR THAT ITEM SHALL BE BROKEN OUT SEPARATELY WHEN SUBMITTING PRICING TO VARIOUS DISTRIBUTORS AND/OR CONTRACTORS.
WHEN A CONTRADICTION EXISTS BETWEEN A SPECIFIC MODEL NUMBER AND THE DESCRIPTION, THE DESCRIPTION SHALL GOVERN.4.
7.
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1.
MOD
SFBA
CFBA
WALL@CLGCCBA
SCBA
A.F.F.
MODIFY STANDARD LIGHT FIXTURE AS INDICATED
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
5.
3.
4.
2.
1.
8. MAGNETIC STARTER/BREAKER COMBINATION CB = CIRCUIT BREAKER - THERMAL MAGNETIC9. VARIABLE FREQUENCY DRIVE CKW = CHILLER KILOWATTS10. REDUCED VOLTAGE STARTER11. DIRECT CONNECTION12. RECEPTACLE/SPECIAL PURPOSE OUTLET/ETC. NOTE 1: PER 250.122(A), EQUIPMENT GROUND IS NOT REQUIRED TO BE13. TWO-SPEED STARTER, COORDINATE W/MOTOR TYPE LARGER THAN PHASE CONDUCTOR.14. SOLID STATE SOFT STARTER
NOTES:1. NON-FUSED DISCONNECT SWITCH A. FURNISHED, INSTALLED, AND CONNECTED UNDER DIVISION 26(16).2. FUSED DISCONNECT SWITCH B. FURNISHED AND INSTALLED UNDER ANOTHER DIVISION REQUIRING3. BREAKER IN ENCLOSURE CONNECTION UNDER DIVISION 26(16).4. MANUAL STARTER W/THERMAL OVERLOAD C. FURNISHED UNDER ANOTHER DIVISION BUT INSTALLED AND5. MAGNETIC STARTER CONNECTED UNDER DIVISION 26(16).6. MAGNETIC STARTER/NON-FUSED DISCONNECT COMBINATION D. FURNISHED, INSTALLED AND CONNECTED UNDER ANOTHER DIVISION.7. MAGNETIC STARTER/FUSED DISCONNECT COMBINATION
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4
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:16 A
MD:
\Auto
desk
\Use
r File
s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
ELECTRICAL DEMOLITION PLAN E111
24 JAN. 2019CMA 17-006.2
RLWBNA
-
SCALE = 3/16" = 1'-0"
ELECTRICAL DEMOLITION PLAN
SHEET KEYNOTES1 EXISTING LIGHT FIXTURE TO BE REMOVED. REMOVE ASSOCIATED CONDUIT AND WIRING
UPTO JUNCTION BOX ABOVE CEILING.
EXISTING SWITCH LOCATION TO BE REMOVED. REMOVE ASSOCIATED BOX, CONDUIT AND WIRING.
EXISTING SWITCH LOCATION TO BE REMOVED. REMOVE DEVICE AND ASSOCIATED WIRING. PROVIDE BLANK COVERPLATE.
EXISTING RECEPTACLE LOCATION TO BE REMOVED. PROVIDE ASSOCIATION BOX, CONDUIT AND WIRING.
EXISTING REQUEST-TO-EXIT PUSH BUTTON TO BE REMOVED. REMOVE ASSOCIATED BOX, CONDUIT AND WIRING.
EXISTING RECEPTACLE LOCATION TO BE REWORKED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.
EXISTING RECEPTACLE LOCATION TO BE REMOVED. REMOVE DEVICE AND ASSOCIATED WIRING. PROVIDE BLANK COVER PLATE.
EXISTING TELECOMMUNICATIONS OUTLET TO BE REMOVED. REMOVE ASSCOCIATED BOX, CONDUIT AND CABLING.
EXISTING JUNCTION BOX TO BE REMOVED. REMOVE ASSOCIATED CONDUIT.
EXISTING SECURITY SYSTEM MAG LOCK TO BE REMOVED. REMOVE ASSOCIATED CABLING.
EXISTING WIRELESS ACCESS POINT TO BE RELOCATED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.
EXISTING FIRE ALARM DEVICE TO BE RELOCATE. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING DOOR RELEASE BUTTON TO BE REMOVED AND TURNED OVER TO THE OWNER. REMOVE ASSOCIATED CABLING.
EXISTING DOOR RELEASE BUTTON TO BE REMOVE AND TURNED OVER TO THE OWNER. REMOVE ASSOCIATED CABLING.
EXISTING FIRE ALARM PULL STATION TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING FIRE ALARM PANEL TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING FIRE ALARM SYSTEM DOOR HOLD OPENS TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING CARD READER TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING SECURITY SYSTEM MOTION SENSOR TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING SECURITY SYSTEM KEYPAD TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING SECURITY SYSTEM DOOR CONTACTS TO BE REMOVED. REMOVE WIRING UP TO POP-IT ABOVE CEILING.
EXISTING PANEL 'F' TO BE RELOCATED AND REPLACED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.
EXISTING INTERCOM SPEAKER TO BE REMOVED. REMOVE ASSOCIATED BACK BOX, CONDUIT AND CABLING.
EXISTING VOLUME CONTROL TO BE REMOVED. REMOVE ASSOCIATED BACK BOX, CONDUIT AND CABLING.
EXISTING CLOCK TO BE REMOVED. REMOVE ASSOCIATED BACK BOX, CONDUIT AND CABLING.
EXISTING SECURITY SYSTEM PANEL TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING ADA DOOR OPERATOR TO BE REMOVED. REMOVE POWER CONNECTION WITH ASSOCIATED CONDUIT AND WIRING.
EXISTING EXHAUST FAN TO BE REMOVED BY MECHANICAL CONTRACTOR DISCONNECT POWER AND REMOVE ASSOCIATED CONDUIT AND WIRING.
EXISTING FIRE ALARM CONTRL PANEL TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING SECURITY SYSTEM SIREN TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING SECURITY SYSTEM REQUEST-TO-EXIT TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING SECURITY SYSTEM CAMERA TO BE RELOCATED. SEE SYSTEMS PLAN SHEET E401 FOR NEW REQUIREMENTS.
EXISTING LIGHTING FIXTURE TO BE REMOVED. MAINTAIN CIRCUIT. SEE LIGHTING PLAN SHEET E201 FOR NEW REQUIREMENTS.
EXISTING IRRIGATION CLOCK TO BE RELOCATED. SEE POWER PLAN SHEET E301 FOR NEW REQUIREMENTS.
EXISTING TELECOMMUNICATIONS OUTLET TO REMAIN.
EXISTING TELEPHONE BOARD TO REMAIN.
EXISTING BELL TO BE REMOVED. REMOVE ASSOICATED BACK BOX, CONDUIT AND WIRING.
EXISITNG MARQUEE SIGN TO BE REMOVED AND TURNED OVER TO THE OWNER. REMOVE ASSOICATED CONDUIT WIRING AND CABLING.
EXISTING SECURITY SYSTEM ELECTRIC STRIKES TO BE REMOVED. REMOVE ASSOCIATED CABLING.
EXISTING MOTION SENSOR TO BE REMOVED. REMOVE ASSOCIATED CABLING.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
BID
DO
CU
ME
NT
S
RC
PP
RC
PP
PP
RC
3
HALL108
EXISTING151
SECURE ENTRY100
CORRIDOR113
RECEPTION101
RESTROOM111
RESTROOM110
RESTROOM109
OFFICE105
FACULTYLOUNGE
107
OFFICE106
ELEC.104
PRINCIPAL102
OA OA
E
E
E
B40
D
B40
D
D
B55
01
E
A34
X1
A34
A24
A24X1
X1
C C
C
B40
X1
X1
A24
A24
A24
A24
1
02 OA
OA
EM
1
C1
'F'
F-1
4
3
OB
3
+7'-6"+13'-6"
(2)OB+7'-6"+13'-6"
(2)
2
O2
B40
A24
B40
5
F-3
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:20 A
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9\180
26 S
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e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
LIGHTING PLAN E201
24 JAN. 2019CMA 17-006.2
RLWBNA
-
SCALE = 3/16" = 1'-0"
MAIN FLOOR LIGHTING PLAN
SHEET KEYNOTES1 DAYLIGHT ZONE.
CONNECT TO EXISTING EMERGENCY LIGHTING CIRCUIT THIS EREA.
CONNECT NEW LIGHTING TO EXISTING CIRCUITING AND CONTROL.
PROVIDE NEW SWITCH AND TIE INTO EXISTING CORRIDOR LIGHTING FOR CONTROL.
RELOCATE LIGHTING RELAY PANEL. EXTEND CONDUIT AND WIRING TO NEW LOCATION.
2
3
4
5
BID
DO
CU
ME
NT
S
JJ
FBFB
DP
T
T T
T
JJ
HALL108
NURSE112
EXISTING151
SECURE ENTRY100
CORRIDOR113
RECEPTION101
RESTROOM111
RESTROOM110
RESTROOM109
OFFICE105
FACULTYLOUNGE
107
OFFICE106
ELEC.104
PRINCIPAL102
+36"
A
A A
A
+36"
FB1 FB1
A
+42" +42"
+42"
A
A
A
A
AA +36"
A
U
A U
A
A
A
U
A
U
5
AAA
A
5
5
3
1
2
F-5 F-5 F-5
F-5
F-7 F-9 F-11
F-11
F-11
F-11
F-15
F-17F-28,30
F-23F-2
F-2 F-2
1
2
4
F-5
F-4F-4
F-4
F-31F-31
F-31F-31
F-8
F-8
F-8 F-8
F-8F-8
F-10
F-10F-10
F-33F-14
F-14
F-14
F-16
F-18
F-18
F-18
F-18
F-35
F-35
F-35
F-35
F-22
F-22
F-22
F-24
F-24 F-24
'F'
W
EF2
F-40
F-38
EF1
EF1
EF1
F-36
A
A A
U
U
A
A
7
F-4
8
10
6U U U
F-32 F-32 F-32
F-19
F-34+84"
5
9
21 4A
E
F
G
H
J
6 7 85A 9
HALL108
NURSE112
EXISTING151
SECURE ENTRY100
CORRIDOR113
RECEPTION101
RESTROOM111
RESTROOM110
RESTROOM109
OFFICE105
FACULTYLOUNGE
107
OFFICE106
ELEC.104
PRINCIPAL102
MEDIA CENTER
ELECTICAL 109
'EM''MDP'
DATA/INTERCOM RACK
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:28 A
MD:
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s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
POWER PLAN E301
24 JAN. 2019CMA 17-006.2
RLWBNA
-
SCALE = 3/16" = 1'-0"
POWER PLAN
SHEET KEYNOTES1 PROVIDE A 2" CONDUIT FROM FLOOR BOX TO DISPLAY BACK BOX FOR A/V CABLING.
PROVIDE A 1" CONDUIT FROM FLOOR BOX TO ACCESSABLE CEILING FOR ROUTING OF TELECOMMUNICATIONS CABLING.
PROVIDE A 3/4" CONDUIT FROM FLOOR BOX TO PANEL 'F' FOR POWER CIRCUIT.
PROVIDE A 3/4" CONDUIT BETWEEN FLOOR BOXES FOR POWER CIRCUIT.
EXISTING RECEPTACLE LOCATION. PROVIDE NEW DEVICE AND COVERPLATE. MAINTAIN EXISTING CIRCUIT.
EXISTING RECEPTACLE LOCATION. EXTEND BOX TO NEW WALL FINISH. PROVIDE NEW DEVICE AND COVERPLATE. MAINTAIN EXISTING CIRCUIT.
RELOCATED WIRELESS ACCESS POINT. RELOCATE DATA CABLE TO NEW LOCATION.
RELOCATED PANEL 'F'. SAW CUT FLOOR AS REQUIRED TO EXTEND FEEDER CONDUIT AND REMAINING BRANCH CIRCUIT CONDUITS TO NEW LOCATION. PROVIDE NEW FEEDER CONDUCTORS BACK TO MAIN PANEL. SEE ONE-LINE DIAGRAM ON SHEET E501 FOR ADDITIONAL REQUIREMENTS. PROVIDE NEW BRANCH CIRCUIT CONDUCTORS TO FIRST DEVICE ON CIRCUIT.
RELOCATE IRRIGATION CLOCK. PROVIDE PULLBOX ON NEW EXTERIOR OF BUILDING . EXTEND CIRCUITS FROM PULL BOX TO NEW CLOCK LOCATION.
EXISTING PHONE BOARD.
2
3
4
5
1
6
7
8
9
SCALE = 1" = 20'-0"
OVERALL POWER PLAN
10
BID
DO
CU
ME
NT
S
H30cd
H30cd
H 30cd
H30cd
H 30cd
H 30cd
S15cd
S15cd
S15cd
CRCR
CRD
DD
F
H
H
H
HH
H
H
H
H
H
HS
S
S
S
S
P
PK
MP
MP
D
P
D
S
R
ESES
ES
ESES
D
ESP
PD
CR
ES
CR
H
H
CR
CR
S
S
R
B CLG
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
HALL108
NURSE112
EXISTING151
SECURE ENTRY100
CORRIDOR113
RECEPTION101
RESTROOM111
RESTROOM110
RESTROOM109
OFFICE105
FACULTYLOUNGE
107
OFFICE106
ELEC.104
PRINCIPAL102
6 6
1
1
2
1
11
2
1
1
1
5
4
1
2
12
9
12 8
7
17
8
1
'F'
1
11
13
1
10
1014
15
15
1
1
18
3
16
7
2
31
2
2
10
1
17
EM-26
EM-26
EM-26
EM-26
EM-26
EM-26
EM-26
EM-26
EM-26
EM-26
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:30 A
MD:
\Auto
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\Use
r File
s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
SYSTEMS PLAN E401
24 JAN. 2019CMA 17-006.2
RLWBNA
-
SCALE = 3/16" = 1'-0"
SYSTEMS PLAN
SHEET KEYNOTES1 RELOCATED FIRE ALARM DEVICE. EXTEND LOOP CONDUIT AND WIRING TO NEW
LOCATION.
RELOCATED FIRE ALARM HORN/STROBE. EXTEND LOOP CONDUIT AND WIRING TO NEW LOCATION.
RELOCATED LOCK DOWN CARD READER. PROVIDE NEW WIRING BACK TO SECURITY PANEL.
RELOCATED FIRE ALARM PULL STATION. EXTEND LOOP CONDUIT AND WIRING TO NEW LOCATION.
NEW FIRE ALARM REMOTE OPERATING PANEL. PROVIDE NEW CONDUIT AND WIRING TO FIRE ALARM CONTROL PANEL.
RELOCATED FIRE ALARM DOOR HOLD OPENS. EXTEND CONDUIT AND WIRING TO NEW LOCATION.
RELOCATED CARD READER. PROVIDE NEW WIRING BACK TO SECURITY PANEL.
RELOCATED SECURITY SYSTEM MOTION SENSOR AND ASSOCIATED POP IT. EXTEND SECURITY LOOP CONDUIT AND WIRING TO NEW LOCATION.
RELOCATED SECURITY SYSTEM KEYPAD. PROVIDE NEW CONDUIT AND WIRING TO SECURITY PANEL.
RELOCATED SECURITY SYSTEM CAMERA. PROVIDE NEW CABLE TO CCTV HEAD END.
RELOCATED SECURITY SYSTEM SIREN. EXTEND CONDUIT AND WIRING TO NEW LOCATION.
SECURE ACCESS BUTTON FOR DOOR RELEASE. TO RELEASE DOOR 101B.
RELOCATED SECURITY SYSTEM REQUEST-TO-EXIT SENSOR. EXTEND CONDUIT AND WIRING TO NEW LOCATION.
SECURE ACCESS BUTTON TIED TO DOOR HOLD OPEN TO RELEASE UPON ACTIVATION.
SECURE ACCESS BUTTON FOR DOOR. RELEASE TO RELEASE DOOR 101A.
RELOCATED SECURITY SYSTEM PANELS. EXTEND CONDUIT AND WIRING TO NEW LOCATIONS.
RELOCATED FIRE ALARM PANEL. EXTEND CONDUIT AND WIRING TO NEW LOCATION.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
BID
DO
CU
ME
NT
S
PANEL'F'
NEW
1
150A3P
EXISTING MAINDISTRIBUTION PANEL
(MDP)
NO SCALE
ONE-LINE DIAGRAM1
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:31 A
MD:
\Auto
desk
\Use
r File
s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
PANELBOARD SCHEDULES E501
24 JAN. 2019CMA 17-006.2
RLWBNA
-
AIC RATING 10,000 AMPS RMS SYSM.* PROVIDE 5mA GFCI CIRCUIT BREAKERLegend: 75 A 126 A 100 A AMPS/PHASE 35274 VA
9014 14695 11565 TOTAL (VA) CONNECTED LOAD TOTAL
SPARE 20 A 1 -- 41 0 VA 0 VA 42 -- 1 20 A SPARE
SPARE 20 A 1 -- 39 0 VA 696 VA 40 12 1 20 A EF-2
SPARE 20 A 1 -- 37 0 VA 1584 VA 38 12 1 20 A EF-1
RECEPTACLES 20 A 1 12 35 900 VA 750 VA 36 12 1 20 A ADA DOOR
COPIER 20 A 1 12 33 1200 VA 500 VA 34 12 1 20 A RECEPTACLE CORRIDOR 113
RECEPTACLES 20 A 1 12 31 900 VA 540 VA 32 12 1 20 A RECEPTACLE
SPARE 20 A 1 -- 29 0 VA 4500 VA 30 -- -- -- --
EXISTING LOAD 20 A 1 -- 27 0 VA 4500 VA 28 6 2 50 A RANGE
EXISTING LOAD 20 A 1 -- 25 0 VA 0 VA 26 -- 1 20 A EXISTING LOAD
VENDING * 20 A 1 12 23 1000 VA 900 VA 24 12 1 20 A RECEPTACLES
EXISTING LOAD 20 A 1 -- 21 0 VA 720 VA 22 12 1 20 A RECEPTION 101
MICROWAVE HOOD 20 A 1 12 19 1500 VA 0 VA 20 -- 1 20 A EXISTING LOAD
DISHWASHER * 20 A 1 12 17 1175 VA 720 VA 18 12 1 20 A RECEPTACLES
MICROWAVE 20 A 1 12 15 1500 VA 1500 VA 16 12 1 20 A MICROWAVE *
EXISTING LOAD 20 A 1 -- 13 0 VA 720 VA 14 12 1 20 A RECEPTACLES
RECEPTACLES 20 A 1 12 11 720 VA 0 VA 12 -- 1 20 A EXISTING LOAD
REFREGIRATOR * 20 A 1 12 9 865 VA 1065 VA 10 12 1 20 A REFRIGIRATOR *
ICE MACHINE * 20 A 1 12 7 1200 VA 1080 VA 8 12 1 20 A RECEPTACLES
RECEPTACLES 20 A 1 12 5 900 VA 0 VA 6 -- 1 20 A EXISTING LOAD
LIGHTING 20 A 1 12 3 1249 VA 900 VA 4 12 1 20 A RECEPTACLES
LIGHTING 20 A 1 12 1 740 VA 750 VA 2 12 1 20 A DISPLAYITEM AMPS POLE
WIRESIZE
CIR.NO. A B C A B C
CIR.NO.
WIRESIZE POLE AMPS ITEM
BRANCH BREAKERS
SPD200% NEUTRAL
AMP: 225 A ISO GROUND
FED FROM: SUBFEED LUGS
MOUNTING: SURFACE LOCATION: ELEC. 104 MAINS: MLO
PANEL: F TYPE: NQOD VOLTS: 120/208 Wye PHASE: 3 WIRES: 4
PANELBOARD SCHEDULE
SHEET KEYNOTES1 EXTEND EXISTING 2-1/2" CONDUIT TO NEW PANEL LOCATION. PROVIDE (4)
#2/0 THWN CU, (1) #6 THWN CU GND, FOR ENTIRE LENGTH.
MDP
AIC RATING AMPS RMS SYSM.* PROVIDE 5mA GFCI CIRCUIT BREAKERLegend: 4 A 0 A 0 A AMPS/PHASE 500 VA
500 0 0 TOTAL (VA) CONNECTED LOAD TOTAL
SPACE ONLY -- -- -- 29 0 VA 0 VA 30 -- -- -- SPACE ONLY
SPACE ONLY -- -- -- 27 0 VA 0 VA 28 -- -- -- SPACE ONLY
-- -- -- -- 25 0 VA 500 VA 26 12 1 20 A SMOKE DAMPERS
EXISTING LOAD 15 A 2 -- 23 0 VA 0 VA 24 -- -- -- --
-- -- -- -- 21 0 VA 0 VA 22 -- -- -- --
EXISTING LOAD 20 A 2 -- 19 0 VA 0 VA 20 -- 3 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 17 0 VA 0 VA 18 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 15 0 VA 0 VA 16 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 13 0 VA 0 VA 14 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 11 0 VA 0 VA 12 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 9 0 VA 0 VA 10 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 7 0 VA 0 VA 8 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 5 0 VA 0 VA 6 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 3 0 VA 0 VA 4 -- 1 20 A EXISTING LOAD
EXISTING LOAD 20 A 1 -- 1 0 VA 0 VA 2 -- 1 20 A EXISTING LOADITEM AMPS POLE
WIRESIZE
CIR.NO. A B C A B C
CIR.NO.
WIRESIZE POLE AMPS ITEM
BRANCH BREAKERS
SPD200% NEUTRAL
AMP: 100 A ISO GROUND
FED FROM: SUBFEED LUGS
MOUNTING: SURFACE LOCATION: MAINS: MB
PANEL: EM TYPE: EXISTING VOLTS: 120/208 Wye PHASE: 3 WIRES: 4
PANELBOARD SCHEDULE
EXISTING
BID
DO
CU
ME
NT
S
R
D012 FIRE/SMOKE/DAMPERS CONNECTIONDIAGRAMNTS
D
5'-0" MAX.
(2) #12 FOR FIRE/SMOKEDAMPER CONTROL (120V)
INITIATION LOOP
DAMPER
FACP
M
WALL
REGULAR ADA
NOTES:1. MOUNT DUPLEX OUTLET BEHIND WATER COOLER.
2. PROVIDE 5mA GFCI CIRCUIT BREAKER IN PANEL.
COORDINATE LOCATION OFDUPLEX OUTLET WITHEQUIPMENT SUPPLIER
COORDINATE LOCATION OFDUPLEX OUTLET WITHEQUIPMENT SUPPLIER
S
H001
R002 R001
A001
H004
A002
H003
TYPICAL TRAPEZE CONDUIT RACKNTS
DIAGRAM
ELECTRIC WATER COOLER (EWC)NTS
DIAGRAM DEVICE MOUNTING HEIGHTSNTS
DIAGRAM
TYP. RECESSED FIXTURE MOUNTINGDIAGRAMNTS
NTS
TYPICAL ROUGH IN REQUIREMENTSDIAGRAM
TYP. RECESSED FIXTURE MOUNTINGDIAGRAMNTS
TYPICAL RACEWAY SUPPORT METHODSNTS
DIAGRAM
IC
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
FLOOR LINE
16" M
IN.
48" M
AX
IMU
M
TYPICAL REFLECTED CEILING
HORN/STROBE
96"
TYPICAL WALL SECTION
J
OUTLET DATAOUTLET
JUNCTION BOX
OUTLET
INSTALL SPEAKERS ANDSMOKE DETECTORS IN SAMELAY-IN TILE
WHERE DEVICES ARE SHOWN INSAME WALL SPACE, ALIGNVERTICALLY AND HORIZONTALLYAS SHOWN. COORDINATE WITHARCHITECTURAL DRAWINGS &CABINETRY DRAWINGS
FIRE ALARMPULL STATION
WALLPHONE
VOLUMECONTROL
LIGHTSWITCH
RECESSED TROFFER
LAY-IN CEILING
#12 GA. WIRE HANGER AT EACHCORNER OF FIXTURE (TYP.)INDEPENDENT OF CEILING SUPPORTSYSTEM.
FIXTURE CLAMP. PROVIDE ONE PERSIDE PER FIXTURE.
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 STUDSPACE MUST BE SEPARATED BY A MIN. OF 6" HORIZONTAL DISTANCE.
ELECTRICAL BOXES INSTALLED IN FIRE RESISTANT WALLS OR PARTITIONS SHALLCOMPLY WITH IBC 714.3.2 (24" SEPARATION ON OPPOSITE SIDES OR WITH FIRESTOP PUTTY ON EACH BOX.)
INSULATED THROAT EMT CONNECTOR.
CADDY FASTENER, THROUGH STUD CABLE/CONDUIT SUPPORT 'FB12P'.
CADDY BOX MOUNTING BRACKET 'RBS16'.
4
3
2
1
NOTES:
(TYP.)
5
EMT
EMT
EMT
EMT
7
7EMT
CL
LCADJUSTABLEBAR HANGER(TYP.)
8
8
LAY-IN CEILING
RECESSED TROFFER
FIXTURE CLAMP. PROVIDE ONEPER SIDE PER FIXTURE.
#12 GA. WIRE HANGER AT EACH CORNER OFFIXTURE (TYP.) INDEPENDENT OF CEILINGSUPPORT SYSTEM.
STRUCTURAL UNIT
CONDUIT HANGER
RACEWAY - 3/4" THRU 6"
ALL THREAD - SIZE ASREQUIRED (3/8" MINIMUM)
NUTS
FLAT WASHER
1/4" STEEL PLATE
NUT
FLAT WASHER
1/4" STEEL PLATE
ALL THREAD RODSIZE AS REQUIRED
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
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REVISION DATE1/2
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SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
ELECTRICAL DIAGRAMS E601
24 JAN. 2019CMA 17-006.2
RLWBNA
-BID
DO
CU
ME
NT
S
CR
CR
P
WALLSTATION '01' CONFIGURATION
CONTROL SEQUENCE
WALLSTATION '02' CONFIGURATION
CONTROL SEQUENCE
WALLSTATION 'C1' CONFIGURATION
CONTROL SEQUENCE
S004S003 SECURITY INTRUSION DETECTION SYSTEMDIAGRAMNTS
SECURITY ACCESS CONTROL SYSTEMDIAGRAMNTS
POWER SUPPLY INTRUSION PANEL
LOOP
DATA--++-+
D D
33K
+-++--
DATA
LOOP
--++-+
-+ + -DOORCONTACT
MOTIONSENSOR SENSOR
MOTION
POPIT POPIT POPITLOOP
DATA
BOSCH BOSCH
EXISTING SECURITY INTRUSION CONTROLSYSTEM. VERIFY EXACT LOCATION OFEQUIPMENT PRIOR TO BID.
POPIT USED ON EXTERIOR DOORS ONLY
GENERAL DIAGRAM NOTES:
1. PROVIDE BOSCH INTRUSION DETECTION AND ACCESS CONTROL SYSTEM. REFERTO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONFIRM ALL WIRINGREQUIREMENTS WITH INTRUSION DETECTION SYSTEM SUPPLIER AND PROVIDE INACCORDANCE THEREWITH.
2. EXACT SECURITY INTRUSION AND ACCESS CONTROL CONNECTIONS ANDBUILDING LAYOUT VARY. SEE PLANS FOR APPROXIMATE DEVICES AND EQUIPMENTLOCATIONS. PROVIDE
3. THE SYSTEM SHALL BE PROGRAMMED PER ALL OWNERS REQUIREMENTS. VERIFYPRIOR TO ANY PROGRAMMING.
GENERAL DIAGRAM NOTES:
4. WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO ANOTHER. NO SPLICING ISALLOWED. PROVIDE INTRUSION DETECTION MAP OF THE BUILDING SHOWING ALLINTRUSION DETECTION SYSTEM DEVICES. LOCATE MAP AT THE CONTROL PANEL.
5. ALL SECURITY CABLING SHALL BE RUN IN CONDUIT. MINIMUM CONDUIT SIZE SHALLBE 3/4". ALL JUNCTION BOXES SHALL BE PAINTED AND LABELED PER ALL OWNERREQUIREMENTS.
6. VERIFY ALL LOCATIONS OF INTRUSION DETECTION DEVICES WITH THE OWNERPRIOR TO ANY ROUGH-IN.
7. THE SECURITY SYSTEMS SUPPLIER SHALL PROVIDE COMPUTER DRAFTED SHOPDRAWINGS OF THE ENTIRE INTRUSION DETECTION SYSTEM USING FLOOR PLANSPROVIDED BY THE ENGINEER. SHOP DRAWINGS TO INCLUDE PLANS, SECTIONS,ELEVATIONS, FINAL DEVICE LOCATIONS, CONDUIT SIZE AND ROUTING AND ALLCONDUCTOR SIZES. TYPICAL RISERS AND COPYING AND SUBMITTING THECONTRACT DOCUMENTS WILL NOT BE ACCEPTED.
GENERAL DIAGRAM NOTES:
1. PROVIDE BOSCH INTRUSION DETECTION AND ACCESS CONTROL SYSTEM. REFERTO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. CONFIRM ALL WIRINGREQUIREMENTS WITH INTRUSION DETECTION SYSTEM SUPPLIER AND PROVIDE INACCORDANCE THEREWITH.
2. EXACT SECURITY INTRUSION AND ACCESS CONTROL CONNECTIONS ANDBUILDING LAYOUT VARY. SEE PLANS FOR APPROXIMATE DEVICES AND EQUIPMENTLOCATIONS.
3. THE SYSTEM SHALL BE PROGRAMMED PER ALL OWNERS REQUIREMENTS. VERIFYPRIOR TO ANY PROGRAMMING.
GENERAL DIAGRAM NOTES:
4. WIRING SHALL BE CONTINUOUS FROM ONE DEVICE TO ANOTHER. NO SPLICING ISALLOWED. PROVIDE INTRUSION DETECTION MAP OF THE BUILDING SHOWING ALLINTRUSION DETECTION SYSTEM DEVICES. LOCATE MAP AT THE CONTROL PANEL.
5. ALL SECURITY CABLING SHALL BE RUN IN CONDUIT. MINIMUM CONDUIT SIZE SHALLBE 3/4". ALL JUNCTION BOXES SHALL BE PAINTED AND LABELED PER ALL OWNERREQUIREMENTS.
6. VERIFY ALL LOCATIONS OF INTRUSION DETECTION DEVICES WITH THE OWNERPRIOR TO ANY ROUGH-IN.
7. THE SECURITY SYSTEMS SUPPLIER SHALL PROVIDE COMPUTER DRAFTED SHOPDRAWINGS OF THE ENTIRE INTRUSION DETECTION SYSTEM USING FLOOR PLANSPROVIDED BY THE ENGINEER. SHOP DRAWINGS TO INCLUDE PLANS, SECTIONS,ELEVATIONS, FINAL DEVICE LOCATIONS, CONDUIT SIZE AND ROUTING AND ALLCONDUCTOR SIZES. TYPICAL RISERS AND COPYING AND SUBMITTING THECONTRACT DOCUMENTS WILL NOT BE ACCEPTED.
DOORHARDWARE
DOORHARDWARE
NOT BY DIVISION 26
ADMINLOCKDOWN
CARD READER
SECURE ACCESSBUTTON
ACCESS CONTROL PANELREADYKEYPRO
BOSCHPOWER SUPPLY
BOSCH
EXISTING SECURITY ACCESS CONTROL SYSTEM.VERIFY EXACT LOCATION OF EQUIPMENT PRIORTO BID.
ADAACTUATOR
ALL ON
RAISE
LOWER
ALL ON
RAISE
LOWER
ALL ON
TABLE
DOWNLIGHTS
LOWER
RAISE
ENGRAVING PROGRAMMING
BUTTON SHALL TURN LIGHTING ON TO 100% LIGHT LEVELALL ON
RAISE
LOWER
UPON ENTERING THE SPACE, OCCUPANCY SENSOR SHALL TURN LIGHTS ON TO 50% LIGHT LEVEL. OCCUPANTTHEN CONTROLS LIGHTING THRU WALLSTATION. DAYLIGHT SENSOR SHALL DIM LIGHTS IN DAYLIGHT ZONEBASED ON AVAILABLE NATURAL LIGHTING. OCCUPANCY SENSOR SHALL TURN LIGHTS OFF WHEN ROOM ISVACANT.
BUTTON SHALL RAISE LIGHT LEVEL
BUTTON SHALL LOWER LIGHT LEVEL
ENGRAVING PROGRAMMING
BUTTON SHALL TURN LIGHTING ON TO 100% LIGHT LEVELALL ON
RAISE
LOWER
UPON ENTERING THE SPACE, OCCUPANCY SENSOR SHALL TURN LIGHTS ON TO 50% LIGHT LEVEL. OCCUPANTTHEN CONTROLS LIGHTING THRU WALLSTATION. DAYLIGHT SENSOR SHALL DIM LIGHTS IN DAYLIGHT ZONEBASED ON AVAILABLE NATURAL LIGHTING. OCCUPANCY SENSOR SHALL TURN LIGHTS OFF WHEN ROOM ISVACANT.
BUTTON SHALL RAISE LIGHT LEVEL
BUTTON SHALL LOWER LIGHT LEVEL
ENGRAVING PROGRAMMING
BUTTON SHALL TURN LIGHTING ON TO 100% LIGHT LEVELALL ON
TABLE
DOWN LIGHTS
UPON ENTERING THE SPACE, OCCUPANCY SENSOR SHALL TURN LIGHTS ON TO 50% LIGHT LEVEL. OCCUPANTTHEN CONTROLS LIGHTING THRU WALLSTATION. DAYLIGHT SENSOR SHALL DIM LIGHTS IN DAYLIGHT ZONEBASED ON AVAILABLE NATURAL LIGHTING. OCCUPANCY SENSOR SHALL TURN LIGHTS OFF WHEN ROOM ISVACANT.
BUTTON SHALL TURN LIGHTS ABOVE LEVEL ON/OFF
BUTTON SHALL TURN DOWN LIGHTS ON/OFF
RAISE BUTTON SHALL RAISE LIGHT LEVEL OF FIXTURES THAT ARE ON
LOWER BUTTON SHALL LOWER LIGHT LEVEL OF FIXTURES THAT ARE ON
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:32 A
MD:
\Auto
desk
\Use
r File
s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
ELECTRICAL DIAGRAMS E602
24 JAN. 2019CMA 17-006.2
RLWBNA
-BID
DO
CU
ME
NT
S
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:33 A
MD:
\Auto
desk
\Use
r File
s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
SYMBOLS, SCHEDULES ANDNOTES ET001
24 JAN. 2019CMA 17-006.2
RLWBNA
-
ROUGH-IN SCHEDULE
SYMBOL DESCRIPTION CABLE TYPEROUGH-IN MOUNTINGHEIGHT NOTES
AUDIOVISUAL GENERAL NOTESCABLE AND CONDUIT SCHEDULE
AUDIO AND VIDEO WIRING TYPES:
AUDIO AND VIDEO SYSTEM WIRING IS DIVIDED INTO WIRING GROUPS ACCORDING TO THEIR NOMINAL LEVELS:
AUDIO AND VIDEO CONDUIT SEPARATION
MINIMUM CONDUIT SEPARATION BETWEEN CONDUITS CARRYING WIRING OF DIFFERENT AUDIO AND VIDEO GROUPS IS AS FOLLOWS:
ELECTRICAL CONDUIT SEPARATION
MINIMUM CONDUIT SEPARATION BETWEEN CONDUITS CARRYING AUDIO AND VIDEO WIRING AND OTHER ELECTRICALSERVICE CONDUIT IS AS FOLLOWS:
NOTE: CONDUITS SHALL NOT RUN MORE THAN 20 FEET IN PARALLEL WITHIN THE GIVEN DISTANCES ABOVE.
CABLING GROUPS AND CONDUIT SEPARATION SCHEDULE
ABBREV. DESCRIPTION ABBREV. DESCRIPTION ABBREV. DESCRIPTION
RESPONSIBILITY MATRIX
ABBREVIATIONS INDEX
NOTE: NINETY DEGREE CROSSING IN CLOSE PROXIMITY IS PERMITTED.
NOTE: GROUPS LISTED ABOVE SHALL NEVER BE COMBINED WITHIN THE SAME CONDUIT
DESCRIPTION MANUFACTURER MODEL NUMBER CABLE GROUPCONDUIT REQUIREMENTSCABLE TYPE
AUDIOVISUAL SYMBOLS, SCHEDULES & NOTES
RxH
RxT
AX
AT
MD
SM#
FB#
HD
HV
IR
KP1
MC
M
SC#
TP0
TP3
TP5
TP7
TxD
TxH
TxM
TxT
US
VG
V
SV
MA
KP2
KP3
TPT
(#)MA
(#)LA
(#)CT
(#)UTP
(#)STP
(#)HD
(#)VG
(#)S12
(#)S16
(#)AT
(#)RG6
(#)RG11
(#)SFB
(#)MFB
P#
R#
P#
C#
CHV
CHD
AXT
MDT
GP1
GP2
MAT
CSA
(#)HD
T
LOUDSPEAKER
PENDANT LOUDSPEAKER
HDMI RECEIVER, WALL PLATE
HDBaseT CATEGORY OUTPUT, WALL PLATE
SOUND CABINET / EQUIPMENT RACK
AUXILIARY INPUT, WALL PLATE
NOTES:
1. HEIGHT MEASURED TO BOTTOM OF THE BOX FROM FINISHEDFLOOR.
2. HEIGHT MEASURED TO CENTER LINE OF THE BOX FROM THEFINISHED FLOOR.
3. REFER TO SPECIFICATIONS FOR CUSTOM ROUGH-INREQUIREMENTS.
4. STANDARD MOUNTING HEIGHT UNLESS OTHERWISE NOTED ONPLANS.
5. ROUGH-IN TO BE HORIZONTAL.6. ROUGH-IN TO BE INSTALLED ABOVE ACCESSIBLE CEILING.7. ROUGH-IN TO BE INSTALLED ABOVE CEILING.8. CABLE FROM DEVICE TO BE HOMERUN TO DESTINATION WITHOUT
SPLICES.9. ABOVE TABLE/COUNTER MOUNTED DEVICE.10. REFER TO MANUFACTURER'S RECOMMENDED CABLE
REQUIREMENTS FOR EXACT CABLE REQUIRED.
* TYPICAL SYMBOL SCHEDULE. SOME SYMBOLS MAY NOT BE USED IN THIS SET OF DRAWINGS.
A1
AV ANTENNA
DUAL MICROPHONE INPUT, WALL PLATE
HDMI INPUT, WALL PLATE
HDMI AND VGA INPUT, WALL PLATE
INFRARED SENSOR, WALL/CEILING
KEYPAD 1
LOUDSPEAKER, CABINET
WALL MOUNTED LOUDSPEAKER
MICROPHONE INPUT, CEILING
MICROPHONE INPUT, WALL PLATE
PROJECTOR
TOUCH PANEL, 10" DIAGONAL
TOUCH PANEL, 3" DIAGONAL
TOUCH PANEL, 5" DIAGONAL
TOUCH PANEL, 7" DIAGONAL
HDMI AND VGA TRANSMITTER, WALL PLATE
HDMI INPUT TRANSMITTER, WALL PLATE
HDMI AND VGA TRANSMITTER, MILLWORK
HDBaseT CATEGORY INPUT, WALL PLATE
USB INPUT, WALL PLATE
VGA INPUT, WALL PLATE
VOLUME CONTROL
VOLUME CONTROL WITH SOURCE SELECTOR
A1
KEYPAD 2
KEYPAD 3
A1
A1
PROJECTION SCREEN, NUMBER REFERS TO SCREENSIZE REFER TO SPECIFICATIONS FOR SCREEN TYPE
SMARTBOARD, NUMBER REFERS TO SCREEN SIZEREFER TO SPECIFICATIONS FOR DISPLAY TYPE
MICROPHONE INPUT WITH AUXILIARY INPUT, WALL PLATE
ROUGH-IN IDENTIFIER:
A0: 4" SQUARE 2 1/8" DEEP JUNCTION BOX.A1: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH SINGLE GANG
MUDRING.A1E: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1 1/2" EXTENSION
WITH SINGLE GANG MUDRING.A2: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH DOUBLE GANG
MUDRING.A2E: 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1-1/2" EXTENSION
WITH DOUBLE GANG MUDRING.A3: 8 5/8" x 4 1/2" x 1 5/8" JUNCTION BOX WITH 3-GANG MUDRING.A4: 10 7/16" x 4 1/2" x 1 5/8" JUNCTION BOX WITH 4-GANG MUDRING.B1E: 4 11/16" SQUARE JUNCTION BOX WITH 1 1/2" EXTENSION WITH
SINGLE GANG MUDRING.B2E: 4 11/16" SQUARE JUNCTION BOX WITH 1 1/2" EXTENSION WITH
DOUBLE GANG MUDRING.C1: 12" x 12" x 4" JUNCTION BOX WITH TRIM RING AND GROMMET.C2: SEE SPECIFICATIONS FOR ROUGH-IN INFORMATION.D1: HUBBELL - HBL260 WITH SINGLE GANG MUD RING.D2: HUBBELL - HBL260 WITH DOUBLE GANG MUD RING.D3: HUBBELL - HBL263 WITH TRIPLE GANG MUD RING.
4,8.
B1E
B1E
A1E
A1E
B2E
A1E
B2E
A0
A0
A1E
C2
C2
A1E
A1E
A1
A2
C2
C2
A3
PER MFG
A0
A0
(2) A0
A0
C2
A0
B1E
A1E
C1
FURNITURE BOX, NUMBER REFERS TO BOXTYPE REFER TO SPECIFICATIONS FOR DESCRIPTION
4,8.
4,8.
(1) MA(1) LA
4,8.
4.
4.
4.
4.
4.
4.
4.
4.
4.
4.
6.
6.
4.
4.
4,5.
SWITCH HEIGHT
SWITCH HEIGHT
SWITCH HEIGHT
IN MILLWORK
4,5.
4,5.
4,5.
AS NOTED 4.
AS NOTED 4.
CEILING
CEILING
AS NOTED
CEILING ORWALL
CEILING
7.
7.
2,4.
7.
6.
AS NOTED
SWITCH HEIGHT 4,10.
SWITCH HEIGHT
SWITCH HEIGHT
4,10.
4,10.
SWITCH HEIGHT
SWITCH HEIGHT
SWITCH HEIGHT
CEILING
CEILING
AS NOTED
AS NOTED
RECEPTACLEHEIGHT
IN MILLWORK/UNDER TABLE
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
CEILING
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
(1) LA
(2) MA
(1) MA
(1) HD
(1) VG
(1) MA
(1) STP
(1) STP
(1) STP
(1) HD(1) VG
(1) STP
(1) STP
(1) STP
(1) STP
(1) S16
(1) S16
(1) AT
(1) CT
(1) UTP
(1) UTP
(1) UTP
(1) UTP
(1) S12
(1) S16
SEE SPEC.
(1) UTP
AS NOTED
(1) S16
(1) S16
1. ET SHEETS SHOW WORK AND MATERIALS BY DIVISION 26 AND DIVISION 27. SEE SPECIFICATIONS AND DRAWING NOTES FOR RESPONSIBILITY FOR EACH ITEM.
2. ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIRED PROVISIONS WITH THE PROJECT AV SYSTEMS INTEGRATOR PRIOR TO INSTALLATION OF AV SYSTEMROUGH-IN. WHERE CONDUIT AND JUNCTION BOX PROVISIONS ARE SIGNIFICANTLY DIFFERENT FROM THOSE SHOWN ON THE DRAWINGS, NOTIFY THE AVCONSULTANT IN WRITING OF THE REQUIREMENTS. WHERE MINOR MODIFICATIONS TO PROVISIONS ARE REQUIRED, THEY SHALL BE MADE AT NO ADDITIONALCOST AS A MATTER OF JOB COORDINATION.
3. BIDDERS SHALL THOROUGHLY ACQUAINT AND EXAMINE THE EXISTING PROJECT CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, INCLUDING THECOMPLETE SET OF PLANS AND SPECIFICATIONS COVERING THE ENTIRE PROJECT. BIDDERS SHALL BECOME FULLY CONVERSANT WITH THE TYPE OF GENERALCONSTRUCTION AS WELL AS ALL PERTINENT FACTS AFFECTING THE COST OF CARRYING OUT THE WORK THEY WILL CONTRACT TO PERFORM AND BRING ANYDISCREPANCIES OR OMISSIONS FOUND IN THE DRAWINGS TO THE AV CONSULTANT'S ATTENTION BEFORE SUBMITTING BID.
4. AV SYSTEMS INTEGRATOR SHALL PROVIDE A FULLY FUNCTIONING SYSTEM IN EVERY RESPECT. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE BROUGHT TOTHE ATTENTION OF THE PROJECT AV CONSULTANT PRIOR TO BIDDING.
5. THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT, AND ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS,BUT NECESSARY TO FULLY COMPLETE THE WORK, SHALL BE FURNISHED BY THE PROJECT AV SYSTEMS INTEGRATOR.
6. NO CHANGES TO THE DESIGN SHALL BE MADE WITHOUT THE PROJECT AV CONSULTANT'S WRITTEN CONSENT.
7. WHERE APPLICABLE, AV SYSTEMS INTEGRATOR SHALL FOLLOW ALL MANUFACTURER'S INSTALLATION GUIDELINES.
8. REFER TO DRAWINGS FOR EXACT NUMBER OF COMPONENTS USED IF NOT SPECIFIED IN EQUIPMENT LIST.
9. COORDINATE EXACT SPEAKER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS. ANY CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THEPROJECT AV CONSULTANT PRIOR TO BIDDING.
10. CONFIRM AVAILABLE MOUNTING DEPTHS OF ALL SPEAKERS AND COMPARE WITH DEPTHS SHOWN ON SHOP DRAWINGS. BRING ALL POTENTIAL CONFLICT AREASTO THE ATTENTION OF THE ARCHITECT AND AV CONSULTANT PRIOR TO RELEASE.
11. INSTALL/SUSPEND ALL AUDIOVISUAL SYSTEMS EQUIPMENT IN COMPLIANCE WITH SEISMIC CODES, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND INDUSTRYBEST PRACTICES. DURING THE SUBMITTAL PROCESS, PROVIDE SHOP DRAWINGS WHICH DETAIL PROPOSED MOUNTING FOR ALL SUCH EQUIPMENT.
12. ALL TWISTED-PAIR (U/UTP, F/UTP, U/FTP, S/FTP) CATEGORY TYPE CABLING SHALL BE TERMINATED BY CERTIFIED DATA TECHNICIANS.
13. ALL HDBaseT SIGNAL CABLING, TERMINATIONS, AND TERMINATION HARDWARE SHALL COMPLY WITH TIA/EIA WIRING CONFIGURATION T568B. ALL HDBaseT SIGNALCABLING SHALL BE SHIELDED/FOIL (SF/UTP) CATEGORY TYPE CABLE.
14. CONDUCT A RADIO FREQUENCY AUDIT OF THE SITE PRIOR TO SELECTING RF OPERATIONAL FREQUENCIES. AV SYSTEMS INTEGRATOR TO ENSUREINTERFERENCE FREE OPERATION OF ALL RF DEVICES. AV SYSTEMS INTEGRATOR SHALL COORDINATE AUDIT RESULTS WITH MANUFACTURER PRIOR TOPURCHASING RF EQUIPMENT.
15. PROVIDE RACK MOUNT KITS FOR ALL RACK MOUNTED EQUIPMENT. PROVIDE CUSTOM RACK MOUNT KITS WHEN NOT AVAILABLE FROM THE EQUIPMENTMANUFACTURER.
16. PROVIDE SURGE PROTECTION DEVICE (SPD) IN ALL AV EQUIPMENT RACKS.
17. ALL AV EQUIPMENT RACKS SHALL BE GROUNDED AND BONDED TO MEET OR EXCEED THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC), IEC 1000-5-2,ANSI/J-STD-607-A.
18. ALL AV EQUIPMENT SHALL BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS.
19. PROVIDE MANUFACTURER RECOMMENDED POWER SUPPLIES OR TRANSFORMERS FOR ALL SPECIFIED EQUIPMENT.
20. FILL ALL UNUSED RACK SPACE WITH BLANK PANELS UNLESS OTHERWISE NOTED.
21. THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR LACK OF COORDINATION WITH AV CONSULTANT AS ADDRESSED IN THE DOCUMENTS
NOTES:
1. APPROVED EQUALS FROM OTHER MANUFACTURERS ARE BELDEN, GEPCO/GENERAL, ICE AND LIBERTY CABLE.2. WHEN COMBINING CABLE TYPES OF THE SAME GROUP, THE TYPE WITH THE LARGEST CONDUIT REQUIREMENT DICTATES CONDUIT SIZE.3. CONDUIT REQUIREMENTS ARE MINIMUM, UNLESS OTHERWISE NOTED.4. ALL CATEGORY CABLE SHALL BE TESTED TO ANSI/TIA/EIA-568C AND IEEE 802.3an STANDARDS USING A LEVEL IIIe TESTER.5. CABLE QUANTITY INDICATED ON DRAWINGS SHOWS ON FINAL RUN. IF NOT NOTED PROVIDE CABLING FOR SINGLE DEVICE.6. # INDICATES NUMBER OF CABLES WITHIN THE SAME RUN.
GROUP WIRING TYPE
GROUP 1 FIBER OPTIC CABLE
GROUP 2 O mV TO 100 mV SIGNALS, EXAMPLE: MICROPHONE LEVEL SIGNAL
GROUP 3 100 mV TO 10 V SIGNALS, EXAMPLE: LINE-LEVEL SIGNAL
GROUP 4 10 V TO 70 V SIGNALS, EXAMPLE: SPEAKER LEVEL SIGNAL
GROUP 5 CONTROL, DIGITAL CIRCUITS, DATA AND VIDEO
GROUP
GROUP 1
GROUP 2
GROUP 3
GROUP 4
GROUP 5
GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5
ADJACENT
ADJACENT
ADJACENT
ADJACENT
ADJACENT
ADJACENT
ADJACENT
ADJACENT
ADJACENT
ADJACENT ADJACENT
ADJACENT
ADJACENT
6"
6"
6" 6"
6"
6"12"
12"
12"
12"
12"
12"
277/480V AC CIRCUIT
GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5
ADJACENT
120/208V AC CIRCUIT ADJACENT
24" 24" 24" 24"
24"24" 12" 12"
8.
# NUMBER
AFF ABOVE FINISH FLOOR
AUX AUXILIARY
AWG AMERICAN WIRE GAUGE
BC BARE COPPER
C CONDUIT
CATV CABLE TELEVISION
CLG CEILING
CNTR CONTRACTOR
CU COPPER
C/W COMPLETE WITH
DWG DRAWING
(E) EXISTING
FT FOOT
GND GROUND
IG ISOLATED GROUND
IN INCH
J-BOX JUNCTION BOX
LTG LIGHTING
MFG MANUFACTURER
MAX MAXIMUM
MIC MICROPHONE
MIN MINIMUM
MTG MOUNTING
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
(R) RELOCATE
SPEC SPECIFICATIONS
SPKR SPEAKER
TV TELEVISION
TYP TYPICAL
UG UNDERGROUND
UPS UNINTERRUPTED POWER SUPPLY
W WATTS
W/O WITHOUT
TOUCH PANEL, TABLE TOP 9.AS NOTED (1) UTP
INSTALL
OWNERGENERALCONTRACTOR
ELECTRICAL CONTRACTOR
AVINTEGRATOR
FURNISH INSTALL FURNISH INSTALL FURNISH INSTALLFURNISH
CONDUIT W/PULL STRING
CABLING (NON CATEGORY CABLE)
DISPLAY BACK BOX(ES)
(1) CT or(1) UTP(1) CT or(1) UTP(1) CT or(1) UTP
MICROPHONE, 22 AWG 3/4" CONDUIT = (14) CABLES1" CONDUIT = (23) CABLES WEST PENN 2291
LINE LEVEL, 22 AWG 3/4" CONDUIT = (14) CABLES1" CONDUIT = (23) CABLES WEST PENN 3291
CONTROL 1" CONDUIT = (7) CABLES1 1/4" CONDUIT = (12) CABLES WEST PENN 577350
UN-SHIELDED TWISTED PAIR 5
SHIELDED TWISTED PAIR, CAT 6 1" CONDUIT = (4) CABLES1 1/4" CONDUIT = (8) CABLES WEST PENN 54246AF
HIGH RESOLUTION VIDEO 1" CONDUIT = (1) CABLES1 1/4" CONDUIT = (4) CABLES WEST PENN 56CRGB2P
SPEAKER, 12 AWG1" CONDUIT = (3) CABLES1 1/2" CONDUIT = (7) CABLES2" CONDUIT = (11) CABLES
WEST PENN 4227
SPEAKER, 16 AWG 1" CONDUIT = (10) CABLES1 1/4" CONDUIT = (17) CABLES WEST PENN 4225
ANTENNA, COAXIAL RG8X 3/4" CONDUIT = (4) CABLES1" CONDUIT = (7) CABLES WEST PENN 5807
RG-6 COAXIAL CABLE 3/4" CONDUIT = (5) CABLES1" CONDUIT = (8) CABLES WEST PENN 525841
RG-11 COAXIAL CABLE 1" CONDUIT = (3) CABLES1 1/4" CONDUIT = (6) CABLES WEST PENN 525821
SINGLE MODE FIBER OPTIC 3/4" CONDUIT = (10) CABLES1" CONDUIT = (17) CABLES 1
MULTIMODE FIBER OPTIC 3/4" CONDUIT = (10) CABLES1" CONDUIT = (17) CABLES 1
PER SPEC27 1500
PER SPEC27 1500
PER SPEC27 1500
PER SPEC27 1500
1" CONDUIT = (9) CABLES1 1/4" CONDUIT = (15) CABLES WEST PENN 4246
AV CAMERA AS NOTED 1,8.A2E
HDMI AND VGA TRANSMITTER, WALL PLATE (POLEVAULT) A2E 4.(1) UTPRECEPTACLEHEIGHT
DUAL HDMI TRANSMITTER, WALL PLATE (POLEVAULT) A2E 4.(1) UTPRECEPTACLEHEIGHT
A1ECALL SWITCH +4'-0" 7.
AUXILIARY INPUT, WALL PLATE, UTP TRANSMITTER A1
DUAL MICROPHONE INPUT, WALL PLATE, UTP TRANSMITTER A1 4,8.
4,8.RECEPTACLEHEIGHT
RECEPTACLEHEIGHT
(1) UTP
(1) UTP
1 GANG GROMMET PASS THROUGH PLATE
2 GANG GROMMET PASS THROUGH PLATE
D1
D2
AS NOTED
AS NOTED
MICROPHONE AND AUXILIARY INPUT, WALL PLATE, UTP TRANSMITTER 4.(1) UTPA1E RECEPTACLEHEIGHT
CLASSROOM SOUND AMPLIFICATION SYSTEM IN MILLWORK
HDMI < 25' 1 1/4" CONDUIT = (1) CABLES2" CONDUIT = (3) CABLES WEST PENN 5CN-HD700-XX
3.
HDMI > 25' 1 1/4" CONDUIT = (1) CABLES2" CONDUIT = (3) CABLES EXTRON 5HDMI Pro/xx
AUDIO OUTPUT, XLR, WALL PLATE A1 4,8.RECEPTACLEHEIGHT (1) LA
AS NOTED
AS NOTED
AS NOTED
ARCH ARCHITECTURE
MEP MECHANICAL, ELECTRICAL AND PLUMBING
ALS AMPLIFIED LISTENING SYSTEM A0 6.CEILING (1) S16(1) LA
D## DISPLAY, NUMBER REFERS TO SCREEN SIZEREFER TO SPECIFICATIONS FOR DISPLAY TYPE
C2 AS NOTED 2,4.AS NOTED
NOTE: MATRIX REFERS TO RESPONSIBILITY BETWEEN OWNER AND CONTRACTORS FOR GENERAL ROUGH-IN AND FURNISHINGS.
CABLING (CATEGORY CABLING)
ROUGH-IN LEGEND
NUMBER OF CONDUITS
SYMBOLCONDUIT SIZE CHART
A = 3/4" CONDUITB = 1" CONDUITC = 1-1/4" CONDUITD = 1-1/2" CONDUITE = 2" CONDUIT
TO 'R1'(A-2e)
DESTINATIONa = TO ACCESSIBLE CEILINGe = CONDUIT BACK TO
EQUIPMENT
CONDUIT SIZE. REFERTO CHART FOR SIZES.
ZXC
AUDIOVISUAL SHEET INDEXET001 SYMBOLS, SCHEDULES AND NOTES
ET401 INTERCOM PLAN
ET601 AUDIOVISUAL DIAGRAMS
DISPLAY
BID
DO
CU
ME
NT
S
HD HD
D65
IC1
IC4
IC1
IC4
IC1
IC4
IC1
IC1
KP2
V
V
C
V
C
V
C
V
C
M
AX
V
IC1
IC1
IC1
C
C
V
IC1
IC1
IC14
3
21
1
RESTROOM111
RESTROOM110
RESTROOM109
FACULTYLOUNGE
107
CORRIDOR113
RECEPTION101
HALL108
OFFICE106
OFFICE105
ELEC.104
PRINCIPAL102
SECURE ENTRY100
EXISTING151
6
5
1
'F'
5
NURSE112
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:38 A
MD:
\Auto
desk
\Use
r File
s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
INTERCOM PLAN ET401
24 JAN. 2019CMA 17-006.2
RLWBNA
-
SCALE = 3/16" = 1'-0"
INTERCOM PLAN
GENERAL SHEET NOTES WIRING FOR INTERCOM SYSTEM IS DIAGRAMMATIC. REFER TO INTERCOM MANUFACTURER'S RECOMMENDATIONS FOR WIRING CABLE AND CONNECTION REQUIREMENTS. PROVIDE CORRECT WIRING SCHEMATICS IN YOUR SHOP DRAWINGS, REFER TO SPECIFICATION 27 5123.
SHEET KEYNOTES1 HOMERUN INTERCOM CABLING TO INTERCOM HEAD END LOCATED IN MEDIA CENTER
WORK ROOM.
MOUNT DEVICES ADJACENT TO POWER AND DATA. PROVIDE A GROMMET ON DESK FOR CABLE PASS THROUGH.
CONNECT AUXILIARY WALL PLATE TO INTERCOM HEADEND. PROVIDE (1) 6' 3.5MM CABLE FROM WALL PLATE TO COUNTER TOP. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.
MICROPHONE INPUT FOR PUSH TO TALK PAGING MICROPHONE. CONNECT MICROPHONE WALL PLATE TO INTERCOM HEADEND. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.
PROVIDE (1) CATEGORY CABLE FROM THIS LOCATION TO OTHER RECEPTIONIST DESK NOTED IN SHEET KEYNOTE 6 FOR AN ADDITIONAL INTERCOM DISPLAY (OFCI). INTERCOM DISPLAYS ARE DAISY CHAIN TOGETHER TO SHOW EXACTLY THE SAME INFORMATION. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.
PROVIDE (2) CATEGORY CABLES ONE FOR INTERCOM DISPLAY (OFCI) AND ONE FOR RECEPTIONIST ADMIN CONSOLE FROM EQUIPMENT HEADEND. INTERCOM DISPLAY IS RELOCATED FROM DEMO SHEETS. REFER TO SHEET E111 FOR APPROXIMATE LOCATION. COORDINATE EXACT LOCATION OF DEVICE WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.
1.
2
3
4
5
6
BID
DO
CU
ME
NT
S
SCHOOL LAN
IC#IC#
IC#IC#
IC#IC#
INTERCOM HEADEND
NETWORK
AMPLIFIER
V001 TYPICAL INTERCOM SYSTEM RISERNTS
DIAGRAM
M
AX
IC# IC#
IC# IC#
V V
IC# IC#
TELEPHONE PANEL
1 EXISTING INPUTS INTO INTERCOM HEADEND. CONTRACTOR ISRESPONSIBLE TO ENSURE THAT UPON COMPLETION THAT ALLINPUT DEVICES ARE IN GOOD WORKING CONDITION.
PROVIDE CONNECTION TO PHONE SYSTEM. REFER TOSPECIFICATION SECTION 27 5123.
AMPLIFIER SHOWN FOR REFERENCE ONLY, REFER TO DRAWINGSAND SPECIFICATIONS FOR REQUIRED NUMBER OF CHANNELS.
REFER TO OTHER VOLUMES FOR ADDITIONAL ZONES. CABLINGTO GO THROUGH THE SECONDARY INTERCOM HEADEND FORTHAT SPACE. THEN CONTINUE ON TO THE DESTINATION.
NEW ANALOG INPUTS. CONTRACTOR TO FIELD VERIFY THATTHEIR IS ADEQUATE SPACE FOR NEW INPUTS.
EXISTING OUTPUT DEVICES. CONTRACTOR IS RESPONSIBLE TOENSURE THAT UPON COMPLETION THAT ALL OUTPUT DEVICESARE IN GOOD WORKING CONDITION.
ADD ADDITIONAL PORTS AND AMPLIFIER AS REQUIRED TOPROVIDE A FULLY FUNCTIONAL SYSTEM.
2
3
4
2
1
1
1
5
5
5
AMPLIFIER
TYPICAL AREA ZONE
TYPICAL AREA ZONEWITH VOLUME CONTROL
34
6
6
6
6
6
7
77
TYPICAL AREA ZONE
OAKESONJOSHUA
No. 7707671-2202
GINEER
ONA
OF
ESSI
R
UTAHTE OF
STA
P
L EN
SALT LAKE ST.GEORGE
635 South State StreetSalt Lake City, Utah 84111
P:801.532.2196F:801.532.2305
www.bnaconsulting.comCONSULTING2017 BNACONSULTING
BNA
CURTIS MINERA R C H I T E C T U R E
233 SOUTH PLEASANT GROVE BLVD.SUITE #105
PLEASANT GROVE, UTAH 84062PHONE: (801) 769-3000
FAX: (801) [email protected]
SHEET DESCRIPTION:
DATE:PROJECT #:PROJ. MAN.:CHECKED BY:
MARK
THE INFORMATION HEREIN IS THE PROPERTY OF CURTIS MINER ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT.© 2017 CURTIS MINER ARCHITECTURE, LLC
A
1 2 3 4 5
B
C
D
SHEET:
PROJECT:
REVISION DATE1/2
3/201
9 9:18
:38 A
MD:
\Auto
desk
\Use
r File
s\Rev
it 201
9\180
26 S
unris
e Elem
entar
y Sch
ool E
lec V
19_c
alvin@
bnac
onsu
lting.c
om.rv
t
SUNRISE ELEMENTARY OFFICEUPGRADE
9955 EASTDELL DRIVESANDY, UTAH 84092
AUDIOVISUAL DIAGRAMS ET601
24 JAN. 2019CMA 17-006.2
RLWBNA
-BID
DO
CU
ME
NT
S