maintenance building€¦ · mechanical engineer electrical engineer 8619 south sandy parkway #101...
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5272 South College Drive, Suite 104
Murray, Utah 84123
Phone: 801.364.9259
Contacts:
Project Manager: Paul Hirschi
Email: [email protected]
ARCHITECTNJRA Architects, Inc.
154 E. 14000 S.
Draper, Utah 84020
Phone: (801) 495-2224
Contacts: Stephen Cohen
Project Manager: Stephen Cohen
Email: [email protected]
STRUCTURAL ENGINEERBOWEN COLLINS & ASSOC.
MECHANICAL ENGINEER
ELECTRICAL ENGINEER
8619 South Sandy Parkway #101
Sandy, Utah 84070
Phone: (801) 466-4021
Contacts: Win Packer
Project Manager: Win Packer
Email: [email protected]
WHW Engineering
154 E. 14000 S.
Draper, Utah 84020
Phone: (801) 495-2224
Contacts: Douglas Stewart
Project Manager: Douglas Stewart
Email: [email protected]
BOWEN COLLINS & ASSOC.
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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Maintenance BuildingSouth Valley Water Reclamation Facility
7495 South 1300 WestWest Jordan, Utah 84084
Bidding Documents
Office Area Remodel
DESIGN TEAM
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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DRAWING INDEX
DEFINITIONS
1. GENERAL: BASIC CONTRACT DEFINITIONS ARE INCLUDED IN THE CONDITIONS OF THECONTRACT.
2. "APPROVED": WHEN USED TO CONVEY ARCHITECT'S ACTION ON CONTRACTOR'SSUBMITTALS, APPLICATIONS, AND REQUESTS, "APPROVED" IS LIMITED TO ARCHITECT'SDUTIES AND RESPONSIBILITIES AS STATED IN THE CONDITIONS OF THE CONTRACT.
3. "DIRECTED": A COMMAND OR INSTRUCTION BY ARCHITECT. OTHER TERMS INCLUDING"REQUESTED," "AUTHORIZED," "SELECTED," "REQUIRED," AND "PERMITTED" HAVE THESAME MEANING AS "DIRECTED."
4. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR INWRITTEN FORM ON DRAWINGS, IN SPECIFICATIONS, AND IN OTHER CONTRACTDOCUMENTS. OTHER TERMS INCLUDING "SHOWN," "NOTED," "SCHEDULED," AND"SPECIFIED" HAVE THE SAME MEANING AS "INDICATED."
5. "REGULATIONS": LAWS, ORDINANCES, STATUTES, AND LAWFUL ORDERS ISSUED BYAUTHORITIES HAVING JURISDICTION, AND RULES, CONVENTIONS, AND AGREEMENTSWITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PERFORMANCE OF THE WORK.
6. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING,UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.
7. "INSTALL": UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE,ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAROPERATIONS AT PROJECT SITE.
8. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.
9. "PROJECT SITE": SPACE AVAILABLE FOR PERFORMING CONSTRUCTION ACTIVITIES. THEEXTENT OF PROJECT SITE IS SHOWN ON DRAWINGS AND MAY OR MAY NOT BEIDENTICAL WITH THE DESCRIPTION OF THE LAND ON WHICH PROJECT IS TO BE BUILT.
ABBREVIATIONS
GENERAL NOTES
A. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS (IF PRESENT) ARESUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITYOF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGSBEFORE THE INSTALLATION OF MECHANICAL OR ELECTRICAL CONSTRUCTION. ANY
DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEERS'DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGSSHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS/HER OWN EXPENSE
AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
B. ALL WORK SHALL COMPLY WITH THE CURRENT ADA ACCESSIBILITY GUIDELINES(AMERICANS WITH DISABILITIES ACT).
C. REFER TO THE CODE COMPLIANCE PLAN FOR APPLICABLE CODES GOVERNING THISWORK. CODE REQUIREMENTS AND REGULATIONS SHALL BE CONSIDERED ASMINIMUM. WHERE THE CONTRACT DOCUMENTS EXCEED (WITHOUT VIOLATING)CODE AND REGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALL TAKE
PRECEDENCE. IF CONFLICT EXIST, THE MORE STRINGENT SHALL APPLY.
D. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND PROTECTIVEDEVICES SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES SHALL BEPROVIDED AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TO CONSTRUCTIONZONE AND REMOVAL OF WASTE FROM SITE, THE CONTRACTOR SHALL CHECK WITH
THE OWNER FOR AN ACCEPTABLE ROUTE AND TIME.
E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OFOPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION ASINDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGSREVIEWED BY THE ARCHITECT.
F. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.
G. FOR ALL REMODEL WORK AS OCCURS, THE CONTRACTOR SHALL COORDINATE WITHTHE OWNER ALL MEASURES TO ACCOMPLISH THE WORK WITH THE MINIMUM OFINTERRUPTION TO NORMAL BUILDING PROCEDURES. SYSTEM SHUTDOWNS OF HVAC,PLUMBING, ELECTRICAL, AND NOISY CONSTRUCTION INCLUDING ROTO HAMMER,
SAW CUTTING, CONCRETE ANCHORS, ETC. SHALL BE COORDINATED WITH THEOWNER AT LEAST 72 HOURS PRIOR TO COMMENCEMENT.
H. ALL DIMENSIONS ARE SHOWN TO FACE OF GYPSUM BOARD OF NEWCONSTRUCTION OR STRUCTURAL WALL, UNLESS NOTED OTHERWISE.
I. ALL DRAWINGS, THOUGH NOTED TO SCALE ARE FOR ILLUSTRATION ONLY. THECONTRACTOR SHALL NOT SCALE DRAWINGS.
J. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAILIN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOTTHE REFERENCE IS REPEATED IN EVERY INSTANCE.
K. DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTSAND ICBO REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE ORSUBSTITUTED MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR,HE/SHE WILL ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION
MODIFICATION AND/OR ADDITIONAL COSTS ARE REQUIRED.
L. ALL TRASH SHALL BE REMOVED DAILY. BUILDING MATERIALS MAY NOT BE STORED INTHE CORRIDORS AT ANY TIME. BLOCKAGE OF ANY REQUIRED EXIT IS PROHIBITED.
M. ALL PENETRATIONS INTO SOUND OR FIRE RATED PARTITIONS, FLOORS OR CEILINGASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT.REFER TO IBC CURRENT VERSION FOR REQUIREMENTS FOR OPENINGS IN FIRE RATEDWALLS. FOR OPENINGS LESS THAN 16 SQUARE INCHES, THE SPACE BETWEEN THE
WALL AND ALLOWED PENETRATIONS MUST BE SEALED TO PREVENT THE MOVEMENTOF HOT FLAME OR GASES. ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BESEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE INTEGRITY OFTHE ASSEMBLY. SEE PENETRATION DETAILS.
N. ABBREVIATIONS THROUGHOUT THE PLAN ARE THOSE IN COMMON USE. THEARCHITECT SHALL DEFINE THE INTENT OF ANY IN QUESTION.
O. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF WATER AND DRAININSTALLATIONS AND OTHER REQUIRED SERVICES WITH EQUIPMENT MANUFACTURERS.
P. MAINTAIN ALL EXISTING SPRAY-APPLIED FIRE PROOFING ON STEEL STRUCTURALMEMBERS. WHERE EXISTING FIRE PROOFING IS REMOVED FOR INSTALLATION OF NEWBEAMS, UNISTRUTS, ETC. THE CONTRACTOR SHALL PATCH AGAIN WITH EQUIVALENTFIRE PROOFING MATERIAL TO MATCH ADJACENT EXISTING MATERIAL.
Q. ALL WOOD CANTS, NAILERS, CURBS, ETC. THROUGHOUT JOB SHALL BE FIRERETARDANT PRESSURE-TREATED, AS PER I.B.C. CURRENT VERSION SEE RELEVANTDETAILS.
R. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR A COMPLETE LIST OFGENERAL CONDITIONS, SPECIAL CONDITIONS AND OTHER NOTES.
VICINITY MAP
GENERAL
G001 Cover Sheet
G002 General Information
G003 General Information
G004 General Legend & Notes
G111 Code Compliance Plan Level 1
STRUCTURAL
S-01 Framing Plan and Notes
S-02 Framing Plan and Notes
ARCHITECTURAL
A111 Demolition Floor Plan Level 1
A112 Floor Plan Level 1
A113 Reflected Ceiling Plan Level 1
A251 Interior Elevations
A501A Wall Types & Details
A502A Wall Details & Cabinet Legend
A503A Cabinet Details
A504A Details
A601A Door & Finish Schedule
MECHANICAL
GH-01 Mechanical Details
GP-01 Plumbing Details
H-01 Mechanical General Notes and Legend
H-02 Mechanical Demolition Plan
H-03 Mechanical Floor Plan
H-04 Mechanical Sections
PLUMBING
P-01 Plumbing General Notes and Legend
P-04 Plumbing Floor Plan
ELECTRICAL
E-01 Symbols, Schedules and Notes
E-02 Demolition Plan Level 1
E-03 Power Plan Level 1
E-04 Lighting Plan Level 1
E-05 Power One-Line Diagram
E-06 Panel Schedule PP2
T.O.D. TOP OF DECK
T.O.P. TOP OF PARAPET
TYP. TYPICAL
U
U.N.O. UNLESS NOTED OTHERWISE
V
V. VENT
V.T.R. VENT THROUGH ROOF
VERT. VERTICAL
V.G. VERTICAL GRAIN
VEST. VESTIBULE
V.C.T. VINYL COMPOSITION TILE
V.C.P. VITREOUS CLAY PIPE
W
W.C. WATER CLOSET
W.H. WATER HEATER
W.P. WATER PROOF
W.R. WATER RESISTANT
W.W.F. WELDED WIRE FABRIC
W.F. WIDE FLANGE
WDW. WINDOW
W/ WITH
W/O WITHOUT
WD. WOOD
P
PT. PAINT
PTD. PAINTED
PR. PAIR
PNL. PANEL
d PENNY
P.L. PLASTIC LAMINATE
PL. PLATE
PLBG. PLUMBING
P.S.I. POUND PER SQUARE INCH
P.S.F. POUNDS PER SQUARE FOOT
R
RAD. RADIUS
REC. RECOMMENDATION
REG. REGISTER
REQ'D REQUIRED
R.A. RETURN AIR
REV. REVISION
R.D. ROOF DRAIN
RFG. ROOFING
RM. ROOM
RGH. ROUGH
RND. ROUND
S
SCR. SCREW
SECT. SECTION
SEL. SELECT
SHT. SHEET
SIM. SIMILAR
SLDG. SLIDING
SM. SMOOTH
SPEC. SPECIFICATION
SPL. SPLASH
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STRUC. STRUCTURE
S.A. SUPPLY AIR
SUSP. SUSPENDED
SW.BD. SWITCHBOARD
T
TELCO TELEPHONE COMPANY
T.G. TEMPERED GLASS
T&G TONGUE & GROOVE
T&B TOP & BOTTOM
T.O. TOP OF
T.O.C. TOP OF CURB
H.W. HOT WATER
HR. HOUR
I
IN. INCH
I.D. INSIDE DIAMETER
INSUL. INSULATION
INT. INTERIOR
INV. INVERT
J
JAN. JANITOR
JT. JOINT
JST. JOIST
L
LAM. LAMINATED
LDG. LANDING
LAV. LAVATORY
LT. LIGHT
L.W.C. LIGHT WEIGHT CONCRETE
LVR. LOUVER
M
M.B. MACHINE BOLT
MFR. MANUFACTURER
M.O. MASONRY OPENING
MAT'L MATERIAL
MAX. MAXIMUM
MECH. MECHANICAL
MTL. METAL
MIN. MINIMUM
MLDG. MOLDING
MULL. MULLION
N
N.G. NATURAL GRADE
NOM. NOMINAL
N/A NOT APPLICABLE
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
O
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.F.S. OVERFLOW SCUPPER
O.F.C.I. OWNER FURNISHED, CONTRACTORINSTALLED
DIAG. DIAGONAL
DIA. DIAMETER
DIM. DIMENSION
DISP. DISPENSER
DWL. DOWEL
DN. DOWN
D.S. DOWN SPOUT
D.W.V. DRAINAGE WASTE VENT
DWG. DRAWING
E
EA. EACH
E.W.C. ELEC. WATER COOLER
EL. ELECTRIC
ELEV. ELEVATION
EQ. EQUAL
EQUIP. EQUIPMENT
EXH. EXHAUST
EXIST. EXISTING
E.J. EXPANSION JOINT
EXT. EXTERIOR
F
FT. FEET
FIN. FINISH(ED)
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
FIXT. FIXTURE
FL. FLASHING
G
GALV. GALVANIZED
GA. GAUGE
G.C. GENERAL CONTRACTOR
G.S.N. GENERAL STRUCTURAL NOTES
GL. GLASS
GD. GRADE
GRL. GRILLE
GRD. GROUND
GYP. GYPSUM
H
HDW. HARDWARE
HDWD. HARDWOOD
HTR. HEATER
HT. HEIGHT
H.P. HIGH POINT
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
H.B. HOSE BIB
& AND
@ AT
Ø DIAMETER
(E), EXIST. EXISTING
(N) NEW
d PENNY
# POUND OR NUMBER
A
AC ACOUSTIC
ADD ADDENDUM
A/C AIR CONDITIONING
ALT. ALTERNATE
AL ALUMINUM
A.B. ANCHOR BOLT
ARCH ARCHITECT(URAL)
ASP. ASPHALT
B
BSMT. BASEMENT
B.M. BENCHMARK
BLKG. BLOCKING
BD. BOARD
B.O. BOTTOM OF
BLDG. BUILDING
C
CAB'T CABINET
C.I.P. CAST IN PLACE
C.B. CATCH BASIN
CLG. CEILING
CL CENTER LINE
C.T. CERAMIC TILE
CH CHANNEL
C.O. CLEAN OUT
CLR. CLEAR
CL. CLOSET
COL. COLUMN
CONC. CONCRETE
CMU CONCRETE MASONRY UNIT
COND. CONDITION
CONN. CONNECTION
CONST. CONSTRUCTION
CONT CONTINUOUS
CJ CONTROL JOINT
D
D.P. DAMP PROOFING
D.B. DECK BEARING
SITE
13
00 W
EST
S VALLEY WATER ACCESS
NORTH
Concrete
Earth
Gypsum
Board
Insulation
Rigid
Masonry
Brick
Masonry
Concrete
Block
Finish Wood
EIFS
Stone
Precast
Steel
Gravel
Batt
Insulation
Blocking
HATCH PATTERN BELOW INDICATES REPRESENTATION OF BUILDING MATERIALS IN
BUILDING SECTIONS, WALL SECTIONS AND DETAILS.
A2022
4
1
2
3
A252
1
CLOUD INDICATES
DRAWING
REVISION AREA
ROOM NAME
ROOM NUMBER
SHEET WHERE DRAWN
BUILDING SECTION
EXTERIOR ELEVATION
NUMBER
REVISION NUMBER
INTERIOR ELEVATION
NUMBER
SHEET WHERE DRAWN
SHEET WHERE DRAWN
DETAIL NUMBER
SHEET WHERE
DRAWN
0B
CL
FLOOR FINISH TAG
TAGS ARE INDICATED ON FINISH FLOOR PLAN.
SEE FINISH SCHEDULE, SHEET A603A, FOR FLOOR
COVERING AND FINISHES REQUIRED.
CENTER LINE
0A
01
02DATUM POINT TAG
32
00.00
W14
DETAIL KEYED NOTES
GENERIC, NON PROJECT SPECIFIC
NOTES
/
MATCHLINE
3 A101
FLOOR PLAN MATCHLINE
BUILDING SECTIONS
SECTION TAGS ARE
INDICATED ON
OVERALL DIMENSION
FLOOR PLANS
WALL SECTIONS
SECTION TAGS ARE
INDICATED ON
DIMENSION FLOOR
PLANS
EXTERIOR ELEVATION TAGS
TAGS ARE INDICATED ON
OVERALL DIMENSION
FLOOR PLANS
INTERIOR ELEVATION TAGS
TAGS ARE INDICATED ON
FINISH FLOOR PLANS
WALL TAG
WALL TAGS ARE INDICATED ON
DIMENSION FLOOR PLANS. WALL
TYPES ARE INDICATED IN SHEETS A501
AND A502
NORTH
A506
1
A506
1
A
A1
FLOW ARROW
WATER DRAINAGE DIRECTION
SHOWN ON SITE AND ROOF
PLANS
CABINET TAG
CABINET TYPES ARE INDICATED ON
INTERIOR ELEVATIONS & CABINET LEGEND,
SHEET A505A.
DIVISION NOTE
DIVISION #
0000
150 SF
ROOM
SHEET NUMBERING SYSTEM
SHEET NUMBER SEQUENCE
A100A
SHEET TYPE
DISCIPLINE
PROJECT AREA
100'-0"
VERTICAL ELEVATION
SPOT ELEVATION
ELEVATION
LEVEL
T.O.W.
9'-0"
HEIGHT ABOVE FINISH FLOOR
ROOM AREA
101A
F2
2
A101
KEYED NOTES
PROJECT SPECIFIC NOTES
INDICATED ON PLANS,
SECTIONS AND ELEVATIONS.
WALL BASE TAG
TAGS ARE INDICATED ON FINISH FLOOR PLAN.
SEE FINISH SCHEDULE, SHEET A603A, FOR WALL
BASE TYPE.
WALL FINISH TAG
TAGS ARE INDICATED ON FINISH FLOOR PLAN.
SEE FINISH SCHEDULE, SHEET A603A, FOR WALL
FINISHES REQUIRED.
B1
W3
P2
WINDOW TAG
WINDOWS TAGS ARE INDICATED ON
DIMENSION FLOOR PLANS
DOOR TAG
DOOR TAGS ARE INDICATED ON
DIMENSION FLOOR PLANS
2
A101
2
A101
SHEET WHERE DRAWN
WALL SECTION
SHEET WHERE DRAWN
DETAIL NUMBER
SIGN TAG
TAGS ARE INDICATED ON FINISH FLOOR PLAN.
SEE SIGN TYPE DETAILS. SEE SIGN TYPE DETAILS 3,
4, AND 5/A506A.
S2
PAINT FINISH TAG
TAGS ARE INDICATED ON FINISH FLOOR PLAN.
SEE FINISH SCHEDULE, SHEET A603A, FOR PAINT
FINISHES REQUIRED.
GRID LINE
GRID TAG
NORTH ARROW
DETAIL TAGS
DETAIL TAGS
CEILING TAG
ROOM TAG
REVISION TAG
GRID REFERENCE MARK
SHEET WHERE DRAWN
DETAIL LOCATION NUMBER
ROOM NAME
SQUARE FEETROOM
A-C 999
OCCUPANCY TYPE
CODE COMPLIANCE PLAN
ROOM TAG
EXIT TAG
OCCUPANT LOAD
NAME
OCCUPANT LOAD
AT EXIT
OCCUPANT LOAD
ALLOWED
EGRESS WIDTH
PROVIDED
EXIT
100 36"
000
999
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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LEGEND - MATERIALS GENERAL INFORMATION SYMBOLS & TAGS
NEW DOOR IN NEW WALL. SEE DOOR
SCHEDULE.
NEW WINDOW. SEE WINDOW TYPES.
TAGS ARE PLACED ON THE FRONT
SIDE OF WINDOW.
NEW CMU WALL. SEE WALL TAGS ON
DIMENSION PLANS FOR MORE
INFORMATION.
NEW CAST-IN-PLACE CONCRETE
WALL. SEE WALL TAGS ON DIMENSION
PLANS FOR MORE INFORMATION.
NEW BRICK MASONRY WALL. SEE
WALL TAGS ON DIMENSION PLANS
FOR MORE INFORMATION.
NEW METAL STUD WALL. SEE WALL
TAGS ON DIMENSION PLANS FOR
MORE INFORMATION.
NEW PLUMBING FIXTURES
BUILDING COMPONENTS (DOORS, WALLS, ETC) INDICATED BELOW IN THIS LEGEND
ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR HALF THE SIZE
(SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE.
A1
A
101
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE DEMOLISHED
EXISTING WINDOW TO REMAIN
EXISTING WINDOW TO BE
DEMOLISHED
EXISTING WALL TO REMAIN
EXISTING WALL TO BE DEMOLISHED.
EXISTING PLUMBING
FIXTURES TO REMAIN
EXISTING PLUMBING
FIXTURES TO BE DEMOLISHED
BUILDING COMPONENTS (DOORS, WALLS, ETC) INDICATED BELOW IN THIS LEGEND
ARE DRAWN AT 1/4" = 1'-0" SCALE. COMPONENTS SHALL APPEAR HALF THE SIZE
(SMALLER) ON PLANS DRAWN AT 1/8" = 1'-0" SCALE. NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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GENERAL NOTES - FLOOR & DIM. PLANS
A. REFER TO THE CODE COMPLIANCE PLANS FOR INDICATION OF FIRE RATED WALLS.
B. AT LOCATIONS WITHOUT CEILINGS (ROOM IS OPEN TO STRUCTURE ABOVE), EXTENDALL WALLS, SOFFITS, AND HEADERS (INCLUDING ALL STUD FRAMING, GYPSUMBOARD, INSULATION & CMU, WHERE APPLICABLE) TO THE METAL ROOF DECKABOVE.
C. WHEN FLOOR HEIGHT VARIES IN A ROOM, THE CEILING HEIGHT SHOWN IS THE HEIGHTABOVE THE FLOOR AT THE ENTRY, UNO.
D. SEE INTERIOR ELEVATIONS FOR TOILET AND BATHROOM ACCESSORIES (GRAB BARS,MIRRORS, DISPENSERS, ETC.).
E. AT ALL VERTICAL EDGES OF INTERIOR CMU WALLS THAT ARE VISIBLE, USE BULLNOSECMU BLOCKS FROM FINISHED FLOOR ELEVATION TO A HEIGHT OF 7'-4".
F. FOR CLARITY SAKE, DIMENSIONS ARE NOT SHOWN AT THE FOLLOWING LOCATIONS: a. WHERE THE FACE OF WALL COINCIDES WITH THE MAIN GRID LINE OR 4'-0" X 4'-0"SUBGRID. b. WHERE THE CENTER OF WALL COINCIDES WITH THE MAIN GRID LINE OR 4'-0" X 4'-0"
SUBGRID.
G. VERIFY WITH ARCHITECT FOR DIMENSIONS NOT SHOWN.
H. SEE STRUCTURAL DRAWINGS FOR CMU WALLS, MASONRY COLUMNS, AND MASONRYBEAMS. SEE BUILDING EXTERIOR ELEVATIONS FOR VENEER TYPES. SEE FINISH SCHEDULEFOR CMU THAT IS HONED, SCORED, SEALED, PAINTED, ETC.
I. SEE CIVIL, FOOD SERVICE, PLUMBING, AND MECHANICAL DRAWINGS FOR FLOORSINKS, FLOOR DRAINS, AND OPENINGS IN FLOOR SLABS AND ROOFS FORDUCTWORK, ETC.
J. SEE DOOR AND WINDOW SCHEDULE FOR THE REQUIRED DOOR AND WINDOWOPENING SIZES
K. SEE FINISH SCHEDULE AND STRUCTURAL DRAWINGS AND PROVIDE RECESS INCONCRETE FLOOR SLAB AS REQUIRED TO ACCOMODATE FLOOR FINISHES.CONCRETE FLOOR SLAB THAT IS ON GRADE, SHALL BE RECESSED AS REQUIRED, FORA THICK SET MORTAR FOR CERAMIC TILE FINISH. SLOPE SHALL BE AT 1/8" PER FOOT
TOWARDS THE FLOOR DRAIN. CONCRETE FLOOR SLAB, THAT IS NOT ON GRADE,NEED NOT BE RECESSED. IN SUCH LOCATION, USE THIN SET MORTAR FOR CERAMICTILE FINISH WITH A GENTLE SLOPE TOWARDS DRAIN.
L. ALL PENETRATIONS (PIPES, CONDUITS, JOISTS, ETC.) THROUGH FIRE RATED BARRIERWALLS SHALL BE SEALED COMPLETELY WITH FIRE RATED SEALANTS. FILL GAP BETWEENFLUTES OF THE METAL DECK AND METAL TRACK TOP RUNNER WITH FIRE RATEDSEALANTS. SEAL TIGHTLY AROUND PIPES, CONDUITS, DUCTS, ETC THAT PENETRATES
THE FIRE BARRIER WALL WITH FIRE RATED SEALANTS. APPLY SEALANT AS PERMANUFACTURERS RECOMMENDATIONS WITH ANY ADDITIONAL MATERIAL ASREQUIRED INSTALLED AROUND PENETRATIONS TO MAINTAIN THE INTEGRITY OF THEFIRE WALL. SEE MECHANICAL DRAWINGS FOR FIRE AND SMOKE DAMPERS.
M. WALL CABINETS HAVE A DEPTH OF 1'-3" UNLESS NOTED OTHERWISE.
N. ALL MASONRY MORTAR JOINTS LOCATED INSIDE THE BUILDING SHALL BE TOOLEDJOINTS, UNLESS NOTED OTHERWISE. MASONRY JOINTS ON THE BUILDING EXTERIORSIDE SHALL BE RAKED JOINTS AS INDICATED IN BUILDING EXTERIOR ELEVATIONS.
O. SEE OVERALL FLOOR PLAN SHEETS FOR ANGLES, PIVOT POINT AND DIMENSIONSBETWEEN GRID LINES.
P. SEE CODE COMPLIANCE FLOOR PLANS FOR LOCATION OF FIRE BARRIER, NONRATED WALLS, ETC.
Q. SEE ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS.
R. IN SOME PROJECTS, DUE TO THE LARGE BUILDING FOOTPRINT SIZE, FLOOR PLANS ARESPLIT AS AREAS A, B, C, ETC. AND EACH AREA IS INDICATED ON SEPARATE SHEETS.MATCH LINES INDICATE THE BOUNDARIES OF EACH AREA. WHEN CONTRACTORS AREPREPARING BID FOR THE PROJECT, COST SHALL INCLUDE ONLY THE BUILDING
ELEMENTS AND ASSOCIATED CONSTRUCTION WORK CALLED OUT WITH KEYED NOTESIN THE AREA INDICATED ON THE SHEET. KEYED NOTES INDICATED OUTSIDE THE MATCHLINE IN ADJACENT FLOOR AREAS SHALL NOT BE COUNTED FOR THAT AREA. THISAVOIDS DUPLICATION OF BUILDING ELEMENTS AND CONSTRUCTION WORK.
A. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING CONDITIONSINCLUDING UNDERGROUND UTILITIES AND SERVICE LINES, IRRIGATION LINES AND SUBSURFACE STRUCTURES AND ALL OTHER EXISTING CONSTRUCTION BOTH ABOVE ANDBELOW GRADE.
B. PRIOR TO REMOVAL OF EXISTING BUILDING MATERIALS (INCLUDING WALLS, DOORS,WINDOWS, CEILING, ETC.) INDICATED IN THE DEMOLITION PLANS, CONTRACTORSHALL THOROUGHLY COORDINATE ARCHITECTURAL FLOOR PLANS, CEILING PLANS,FINISH SCHEDULES AND ALL CONSULTANT DRAWINGS TO DETERMINE EXACT EXTENT
OF REMOVAL.
C. COORDINATE WITH OWNER'S REPRESENTATIVE REGARDING ITEMS SHOWN TO BEREMOVED THAT WILL BECOME PROPERTY OF THE OWNER. CAREFULLY REMOVE SUCHITEMS SO AS NOT TO DAMAGE THEM.
D. IN EXISTING WALLS THAT ARE NOTED TO REMAIN, ANY NAILS, SCREWS, OR OPENINGSTHAT REMAIN AS A RESULT OF EXISTING EQUIPMENT REMOVAL OR WALL REMOVALSHALL BE PATCHED WITH SMOOTH, EVEN, INVISIBLE TRANSITION. IN PLACES WHERETHE EXISTING WALL IS CUT FOR INSTALLATION OF POWER OUTLETS, SWITCH,
THERMOSTAT, ETC. PATCH OPENING IN WALL WITH GYPSUM BOARD. PROVIDESMOOTH, EVEN, INVISIBLE TRANSITION BETWEEN NEW AND EXISTING WALL FINISH.
E. THE OWNERS STAFF WILL CONTINUE TO OCCUPY AREAS DIRECTLY ADJACENT TO THECONSTRUCTION AREA. THE CONTRACTOR AND SUB-CONTRACTORS SHALL TAKE ALLNECESSARY MEASURES TO MINIMIZE DISRUPTION ACTIVITIES CONDUCTED BY THEOWNERS STAFF. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF
NOISY ACTIVITIES, SHUT-DOWNS, AND ANY OTHER ACTIVITIES WHICH MAY DISRUPTNORMAL OPERATIONS PRIOR TO PERFORMING THE WORK.
F. ONCE FLOORING DEMOLITION HAS OCCURRED, CLEAN AND PREPARE FLOOR TORECEIVE NEW FLOOR COVERINGS. THIS SHALL BE COORDINATED WITH THE FINISHSCHEDULE AND MANUFACTURER OF NEW PRODUCTS FOR FLOOR PREPARATIONREQUIREMENTS.
G. ITEMS SHOWN ON THESE FLOOR PLANS FOR REMOVAL ARE BUILT-IN ITEMS.EQUIPMENT, FURNITURE, & OTHER ITEMS EXISTING IN THE SPACE THAT ARE NOTBUILT-IN SHALL BE REMOVED OR CLEARED TEMPORARILY BY THE OWNER.
GENERAL NOTES - DEMOLITION FLOOR PLAN
LEGEND - FLOOR & DIMENSION PLANSLEGEND - DEMOLITION FLOOR PLAN
A. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS (IF PRESENT) ARESUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITYOF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGSBEFORE THE INSTALLATION OF MECHANICAL OR ELECTRICAL CONSTRUCTION. ANY
DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEERS'DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGSSHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS/HER OWN EXPENSE
AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
B. ALL WORK SHALL COMPLY WITH THE CURRENT ADA ACCESSIBILITY GUIDELINES(AMERICANS WITH DISABILITIES ACT).
C. REFER TO THE CODE COMPLIANCE PLAN FOR APPLICABLE CODES GOVERNING THISWORK. CODE REQUIREMENTS AND REGULATIONS SHALL BE CONSIDERED ASMINIMUM. WHERE THE CONTRACT DOCUMENTS EXCEED (WITHOUT VIOLATING)CODE AND REGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALL TAKE
PRECEDENCE. IF CONFLICT EXIST, THE MORE STRINGENT SHALL APPLY.
D. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND PROTECTIVEDEVICES SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES SHALL BEPROVIDED AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TO CONSTRUCTIONZONE AND REMOVAL OF WASTE FROM SITE, THE CONTRACTOR SHALL CHECK WITH
THE OWNER FOR AN ACCEPTABLE ROUTE AND TIME.
E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OFOPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION ASINDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGSREVIEWED BY THE ARCHITECT.
F. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.
G. FOR ALL REMODEL WORK AS OCCURS, THE CONTRACTOR SHALL COORDINATE WITHTHE OWNER ALL MEASURES TO ACCOMPLISH THE WORK WITH THE MINIMUM OFINTERRUPTION TO NORMAL BUILDING PROCEDURES. SYSTEM SHUTDOWNS OF HVAC,PLUMBING, ELECTRICAL, AND NOISY CONSTRUCTION INCLUDING ROTO HAMMER,
SAW CUTTING, CONCRETE ANCHORS, ETC. SHALL BE COORDINATED WITH THEOWNER AT LEAST 72 HOURS PRIOR TO COMMENCEMENT.
H. ALL DIMENSIONS ARE SHOWN TO FACE OF GYPSUM BOARD OF NEWCONSTRUCTION OR STRUCTURAL WALL, UNLESS NOTED OTHERWISE.
I. ALL DRAWINGS, THOUGH NOTED TO SCALE ARE FOR ILLUSTRATION ONLY. THECONTRACTOR SHALL NOT SCALE DRAWINGS.
J. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAILIN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOTTHE REFERENCE IS REPEATED IN EVERY INSTANCE.
K. DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTSAND ICBO REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE ORSUBSTITUTED MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR,HE/SHE WILL ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION
MODIFICATION AND/OR ADDITIONAL COSTS ARE REQUIRED.
L. ALL TRASH SHALL BE REMOVED DAILY. BUILDING MATERIALS MAY NOT BE STORED INTHE CORRIDORS AT ANY TIME. BLOCKAGE OF ANY REQUIRED EXIT IS PROHIBITED.
M. ALL PENETRATIONS INTO SOUND OR FIRE RATED PARTITIONS, FLOORS OR CEILINGASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT.REFER TO IBC CURRENT VERSION FOR REQUIREMENTS FOR OPENINGS IN FIRE RATEDWALLS. FOR OPENINGS LESS THAN 16 SQUARE INCHES, THE SPACE BETWEEN THE
WALL AND ALLOWED PENETRATIONS MUST BE SEALED TO PREVENT THE MOVEMENTOF HOT FLAME OR GASES. ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BESEALED, LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE INTEGRITY OFTHE ASSEMBLY. SEE PENETRATION DETAILS.
N. ABBREVIATIONS THROUGHOUT THE PLAN ARE THOSE IN COMMON USE. THEARCHITECT SHALL DEFINE THE INTENT OF ANY IN QUESTION.
O. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF WATER AND DRAININSTALLATIONS AND OTHER REQUIRED SERVICES WITH EQUIPMENT MANUFACTURERS.
P. MAINTAIN ALL EXISTING SPRAY-APPLIED FIRE PROOFING ON STEEL STRUCTURALMEMBERS. WHERE EXISTING FIRE PROOFING IS REMOVED FOR INSTALLATION OF NEWBEAMS, UNISTRUTS, ETC. THE CONTRACTOR SHALL PATCH AGAIN WITH EQUIVALENTFIRE PROOFING MATERIAL TO MATCH ADJACENT EXISTING MATERIAL.
Q. ALL WOOD CANTS, NAILERS, CURBS, ETC. THROUGHOUT JOB SHALL BE FIRERETARDANT PRESSURE-TREATED, AS PER I.B.C. CURRENT VERSION SEE RELEVANTDETAILS.
R. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR A COMPLETE LIST OFGENERAL CONDITIONS, SPECIAL CONDITIONS AND OTHER NOTES.
GENERAL NOTES
A. BASIS-OF-DESIGN FOR FINISHES. ALL FINISHES INDICATED ON THE FINISH LEGENDARE BASED ON THE NAMED MANUFACTURER AND PRODUCTS. SUBJECT TOCOMPLIANCE WITH REQUIREMENTS. PROVIDE THE NAMED PRODUCT OR ACOMPARABLE PRODUCT BY ONE OF THE MANUFACTURERS LISTED IN THE
RELEVANT SPECIFICATION SECTION IN THE PROJEC MANUAL.
B. WHERE MORE THAN ONE WALL FINISH IS CALLED OUT FOR A WALL, SEE INTERIORELEVATIONS FOR HEIGHT OF TRANSITION. SEE SAMPLE LAYOUT 2 ON SHEETA603A.
C. VERIFY PAINTING SURFACE (SUCH AS STEEL, CONCRETE, MASONRY, GYPSUMBOARD, WOOD, ETC.) AND USE THE APPROPRIATE PAINT AND METHODINDICATED IN THE PROJECT MANUAL.
D. PAINT ALL EXPOSED VISIBLE ITEMS SUCH AS METAL DECK, STEEL ANGLES, STEELBEAMS, STEEL TRUSSES, MISC. STEEL ITEMS, PIPES, CONDUITS, ETC. UNLESSSPECIFIED BY THE ARCHITECT. DO NOT PAINT CONCEALED SURFACES, FINISHEDMETAL SURFACES, OPERATING PARTS, AND PRE-FINISHED ITEMS.
E. GYPSUM BOARD CEILINGS IN RESTROOM AREAS SHALL MATCH WALL PAINTCOLOR IN EPOXY.
F. ALL GYPSUM BOARD SOFFITS SHALL BE PAINTED. COORDINATE ACCENT COLORWITH ARCHITECT.
G. SEE DETAILS ON SHEET A506A FOR TYPICAL FLOOR COVERING TRANSITIONSWHERE THRESHOLDS ARE NOT CALLED FOR ON PLANS.
H. SEE INTERIOR ELEVATIONS FOR PLASTIC LAMINATE FINISHES OVER CABINETS,COUNTERTOPS, WALLS, ETC. PLASTIC LAMINATE FINISHES ARE INDICATED AS PL1,PL2, ETC. COUNTERTOPS THAT ARE SOLID SURFACE (AND NOT PLASTIC LAMINATEWRAPPED), ARE INDICATED AS SS1, SS2, ETC.
GENERAL NOTES - FINISH PLAN
GENERAL NOTES -INTERIOR ELEVATIONS
GENERAL NOTES - WALL SECTIONS
GENERAL NOTES - WALL TYPES
GENERAL NOTES - DOOR SCHEDULE
A. CONTRACTOR SHALL VERIFY ITEMS LIKE SEMI OR FULLY RECESSED MISCELLANEOUSBOXES, PANELS, PLUMBING LINES, CONDUITS, PIPES, ETC. THAT ARE CONCEALED INTHE WALL. IF 3-5/8" METAL STUD ARE INADEQUATE, CONTRACTOR SHALL NOTIFYTHAT ARCHITECT AND USE 6" STUDS. COORDINATE WITH ALL THE CONSULTANT
DRAWINGS PRIOR TO WALL CONSTRUCTION AND USE 6" OR 8", 20 GAUGE METALSTUDS FOR FRAMING IN LIEU OF 3-5/8" METAL STUDS.
A. SEE PROJECT MANUAL FOR DOOR HARDWARE SCHEDULE.
B. SUB-CONTRACTOR UNDER SECTION 'ALUMINUM ENTRANCES AND STOREFRONT',SHALL PROVIDE ALL THE DOOR HARDWARE FOR ALL ALUMINUM DOORS. SEEDOOR SCHEDULE FOR ALUMINUM DOORS AND THE REQUIRED HARDWARE.
C. SUB-CONTRACTOR UNDER SECTION 'DOOR HARDWARE', SHALL PROVIDE ALL THEDOOR HARDWARE FOR ALL THE WOOD AND HOLLOW METAL DOORS. SEE DOORSCHEULE FOR WOOD AND HOLLOW METAL DOORS AND THE REQUIREDHARDWARE.
D. ALL EXTERIOR DOORS SHALL BE INSULATED.
E. FIELD VERIFY WINDOW AND DOOR FRAME OPENING SIZES BEFORE FRAMEINSTALLATION. OVERALL DIMENSIONS INDICATED FOR EACH FRAME TYPE AREROUGHT OPENING SIZES IN WALLS. CONTRACTOR SHALL ADJUST INNERDIMENSIONS AS REQUIRED TO MAKE DOORS AND WINDOWS WORK.
F. ELECTRICAL DEVICES SUCH AS MAG. LOCKS, CARD READERS AND ALARMSYSTEMS BEING PART OF THE DOOR FUNCTION ARE INCLUDED AS PART OF THEELECTRICAL PLANS AND THE HARDWARE GROUPS. GENERAL CONTRACTOR ISRESPONSIBLE TO COORDINATE LOCATIONS OF CARD READERS ETC. SHOWN ON
ARCHITECTURAL AND ELECTRICAL DRAWINGS WITH ALL TRADES INVOLVED.
G. COORDINATE DOORS & GATES OUTSIDE BUILDING WITH SITE PLAN.
A. PROVIDE LOCKS FOR CABINETS AS INDICATED ON THE CABINET LEGEND ON SHEETA505A AND IF INDICATED ON INTERIOR ELEVATIONS.
B. IN ROOMS WHERE CABINETS ARE REQUIRED TO BE LOCKED, PROVIDE LOCKSOPERABLE WITH SINGLE KEY.
C. FOR TYPICAL MOUNTING HEIGHTS, SEE SHEET G003. FOLLOW THE HEIGHT UNLESSNOTED OTHERWISE IN INTERIOR ELEVATIONS. VERIFY WITH ARCHITECT FOR ITEMS NOTINDICATED.
D. CONTRACTOR SHALL VERIFY WITH OWNER FOR OWNER FURNISHED CONTRACTORINSTALLED ITEMS AND PROVIDE BACKING IN WALL AS REQUIRED FOR INSTALLATION.
E. INTERIOR ELEVATIONS OF CERTAIN ROOMS ARE NOT DRAWN AND ARE NOTED ASSIMILAR ELEVATIONS OF ROOMS THAT ARE INDICATED IN THE DRAWINGS.
F. CONTRACTOR SHALL PROVIDE FILLER PANELS (PLASTIC LAMINATE WRAPPED OVER5/8" PARTICLE BOARD) WHEREVER GAP OCCURS BETWEEN CABINETS AND WALL.
G. SEE FINISH FLOOR PLANS FOR CABINET AND COUNTERTOP FINISHES.
H. SEE SHEET A505A FOR CABINET LEGEND (TYPES B1, W1, T1, ETC.). UNLESS NOTEDOTHERWISE, ALL THE CABINETS AND COUNTERTOPS IN EACH ROOM SHALL BE OF THESAME FINISH (PL1, PL2, SS1, ETC.) AS INDICATED ON THE INTERIOR ELEVATION OFEACH ROOM. WHERE MULTIPLE FINISHES ARE REQUIRED FOR CABINETS, WALLS, ETC.
IN THE ROOM, EACH FINISH IS INDICATED SEPARATELY. CONTACT ARCHITECT FORREQUIRED CLARIFICATIONS.
I. COUNTERTOPS ARE TYPICALLY SUPPORTED BY WALLS AND BASE CABINETS. IN PLACESWHERE COUNTERTOP SPAN EXCEEDS 3’-0”, STEEL SUPPORTS SHALL BE PROVIDED ASINDICATED IN DETAILS 16/A505B AND 16/A505C.
J. AS INDICATED ON INTERIOR ELEVATIONS, WALL CABINETS AT CERTAIN LOCATIONSMAY REQUIRE A VERTICAL OR A SLOPED FASCIA PANEL.
K. AN ENLARGED FLOOR PLAN HAS BEEN INCLUDED ALONG WITH INTERIORELEVATIONS FOR ROOMS THAT ARE COMPLEX IN DESIGN. SUCH COMPLEX ROOMSARE INDICATED ON THE A400 SERIES SHEETS (STARTING WITH SHEET A401). ENLARGEDFLOOR PLANS ARE NOT SHOWN FOR ROOMS THAT ARE SIMPLE IN DESIGN. INTERIOR
ELEVATIONS OF SUCH SIMPLE ROOMS ARE INDICATED ON THE A250 SERIES SHEETS(STARTING WITH SHEET A251).
A. ALL EXTERIOR WALL FINISHES ARE TO BE 6" ABOVE FINISH GRADE TYPICAL.
B. SEE WINDOW SCHEDULE FOR WINDOW OPENINGS AND SILL HEIGHT (UNLESS NOTEDON THE EXTERIOR ELEVATIONS). SEE DOOR SCHEDULE FOR DOOR OPENING SIZES.
C. ALL FINISHES TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS AND PERSPECIFICATION SECTION IN THE PROJECT MANUAL.
D. SEE FINISH FLOOR PLANS FOR AREAS WHERE HONED CMU BLOCKS ARE INDICATED.AT THESE AREAS, THE CONTRACTOR HAS THE OPTION OF USING REGULAR BLOCK INCONCEALED AREAS AND CEILING SPACES THAT ARE NOT VISIBLE.
E. SPACING BETWEEN STRUCTURAL MEMBERS SHALL FOLLOW INDICATIONS GIVEN ONSTRUCTURAL PLANS (TYPICAL).
F. FIRE PROTECTION ON ASSEMBLIES, ELEMENTS AND MEMBERS SHALL COMPLY WITHALL THE CODE REQUIREMENTS (TYPICAL) - REFER TO CODE COMPLIANCE PLANS.
G. WOOD MATERIAL UNDER TYPE IIB CONSTRUCTION SHALL BE FIRE-RETARDENT,PRESSURE-TREATED (TYPICAL) U.N.O.
H. ALL INTERIOR WALLS SHALL BE BUILT FOLLOWING WALL TYPE DETAILS (TYPICAL).
SB SBSB SB SB
SP SPSP SP SP
UP
O.L. 3
LEGEND DESCRIPTION FIRE RESISTANCE RATINGDOOR FIRERATING
WINDOW FIRERATING
AREA OF REMODEL N/A N/A N/A
PATH OF TRAVEL N/A N/A N/A
1-HOUR FIRE RATED 1-HOUR FIRE RESISTANCE 3/4-HOUR 3/4-HOUR
2-HOUR FIRE RATED 2-HOUR FIRE RESISTANCE 1 1/2-HOUR 1 1/2-HOUR
SMOKE BARRIER WALL 1-HOUR FIRE RESISTANCE 1/3-HOUR 3/4-HOUR
SMOKE PARTITION WALL 0-HOUR FIRE RESISTANCE SMOKE SMOKE
FIRE EXTINGUISHER & CABINET N/A N/A N/A
OCCUPANT LOAD N/A N/A N/A
F.E.C.
EXIT SIGN N/A N/A N/A
FIRE RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601)
Required Provided
Structural Frame: 0 0 (Existing)
Bearing Walls:
Exterior 2 2 (Existing)
Interior 0 0 (Existing)
Non-Bearing Walls:
Exterior 0 0 (Existing)
Interior 0 0 (Existing)
Floor Construction 0 0 (Existing)
Roof Construction 0 0 (Existing)
International Building Code (IBC) 2015
International Fire Code (IFC) 2015
International Mechanical Code (IMC) 2015
International Plumbing Code (IPC) 2015
ANSI/ASHRAE/IES Standard 90.1 2010
National Electric Code (NEC) 2014
NFPA 101 2015
ANSI 117.1 2009
APPLICABLE CODES
OCCUPANCY : B (Business)
CONSTRUCTION TYPE : Type III-B
OTHER CODE REQUIREMENTS
Common Path of Travel :100 Feet (B)
Roof Covering Classification : Existing
AUTOMATICALLY SPRINKLED
Building is not equipped with an automatic fire extinguishing sprinkler system.
Total Occupant Load (Per Code) : 10 Occupants
Existing Building Foot Print : 4,435 SF.
Office Remodel : 927 SF.
Egress width required : 10 x .2" = 2"
Egress width provided : 48"
NUMBER OF STORIES
Existing Unchanged
BUILDING HEIGHT
Existing Unchanged
BUILDING REMODEL AREA
Allowable Area (per floor) : Existing (Unchanged) : 927 SF.
Actual Area (per floor) : Exsiting (Unchanged)
PLUMBING FIXTURES REQUIRED
Water Closets/Urinals : Existing Unchanged
Lavatories : Existing Unchanged
Drinking Fountains : Existing Unchanged
Service Sinks : Existing Unchanged
PLUMBING FIXTURES PROVIDED
Water Closets : Existing Unchanged
Urinals : Existing Unchanged
Lavatories : Existing Unchanged
Drinking Fountains : Existing Unchanged
Service Sinks : Existing Unchanged
22'
20'
14'
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10 36"
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OFFICE
450 SF
CONF./ BREAK
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DRINKING FOUNTAIN
NJRA Architects, Inc.
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5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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KEYED NOTES
GENERAL NOTES
A. SEE SHEET G003 AND G004 FOR SYMBOLS, GENERAL NOTES AND LEGEND.
B. SEE SHEET A601A FOR FINISH SCHEDULE.
C. SEE SHEET A601A FOR DOOR SCHEDULE.
D. ALL EXPOSED ELECTRICAL TO BE MADE FLUSH IN NEW FINISHED WALLS. IF EXISTINGWALLS ARE TO BE FURRED, EXTEND ELECTRICAL BOXES TO BE FLUSH WITH NEWCONSTRUCTION.
02.01 EXIST. ELECTRICAL TO BE RE-RUN BY OWNER PRIOR TO COMMENCEMENT OFCONSTRUCTION. EXIST. ELECTRICAL BOX TO BE REMOVED COMPLETE & EXIST.EXPOSED CONDUIT TO BE CUT OFF BELOW FINISH FLOOR SLAB. FILL VOIDS W/EPOXY PRIOR TO INFILLING FLOOR SLAB.
02.02 EXIST. DOOR AND FRAME TO BE REMOVED COMPLETE.
02.03 EXIST. STUD WALL TO BE REMOVED COMPLETE.
02.04 EXIST. MASONRY WALL TO BE REMOVED COMPLETE TO FIRST COURSE BELOWFLOOR SLAB - PREP FLOOR TO RECEIVE NEW CONCRETE INFILL - CONTRACTORTO COORD. W/ STRUCTURAL REGARDING SHORING FOR FLOOR DECKINGABOVE.
02.05 PORTION OF EXIST. CMU WALL TO REMAIN - COORDINATE WITH STRUCTURALDRAWINGS.
02.06 REMOVE EXIST. WINDOWS COMPLETE. PREP OPENING TO RECEIVE NEW CMUINFILL.
02.07 EXISTING COLUMNS TO REMAIN. PROTECT DURING CONSTRUCTION.
02.08 EXISTING STAINLESS STEEL COUNTERTOP AND BASE CABINET TO BE REMOVEDCOMPLETE.
02.09 EXISTING BASE CABINETS AND UPPER CABINETS TO BE REMOVED COMPLETE.
02.10 EXISTING STORAGE SHELVING TO BE REMOVED BY OWNER PRIOR TOCOMMENCEMENT OF CONSTRUCTION.
02.11 EXISTING FURNITURE TO BE REMOVED BY OWNER PRIOR TO COMMENCEMENTOF CONSTRUCTION.
02.12 EXISTING WINDOW COVERINGS TO BE REMOVED COMPLETE.
02.13 EXISTING CONDITIONS TO REMAIN IN THIS AREA, PROTECT FROM DAMAGE.
02.14 COORDINATE CEILING WORK IN THIS AREA W/ STRUCTURAL DRAWINGS.
02.15 EXISTING METAL CABINETS TO BE REMOVED BY OWNER PRIOR TOCOMMENCEMENT OF CONSTRUCTION.
02.16 EXISTING EQUIPMENT TO BE REMOVED BY OWNER.
02.17 EXISTING OVERHEAD COILING DOOR AND DOOR ENCLOSURE TO BEREMOVED COMPLETE.
02.18 EXISTING DRINKING FOUNTAIN TO REMAIN.
02.19 EXISTING PLYWOOD SHEATHING TO REMAIN. PREPARE FOR NEW FINISHES.
02.20 EXISTING GYPSUM BOARD TO REMAIN. PREPARE FOR NEW FINISH.
02.21 EXISTING CONCRETE FLOOR TO BE CLEANED. PREPARE ALL SURFACES TORECEIVE NEW FINISH.
02.22 PREPARE AREA TO RECEIVE NEW MASONRY INFILL.
02.23 REMOVE EXIST. MAG LOCK HARDWARE & RETURN TO OWNER - PREP FOR NEWELECTRONIC LATCH HARDWARE.
SCALE: 3/8" = 1'-0"1Demolition Floor Plan Level 1 - Overall
UP
RE
F.
A251 1
12.01
TYP.
12.0112.01
09.0209.02
11.01
SS1 SS1
(SILL) (SILL) 102A
101A
B1F1 W1
W2
11.03
11.04
22.01
22.02
1' - 2 1/4"
6 1
/4"
2' -
10
3/4
"
2' - 3 3/4"
A1
A2
A1
A1
B3
B3
B3
A1
A502A
3
21.01
SS1 SS1
(SILL) (SILL)
09.03 09.03
09.03 09.03
09.03
2' - 0"
04.01
04.0204.02
04.01
04.0104.01
04.01
04.02
04.01
04.01 102
CLOSET
101
OFFICE
103
CONF./
BREAK
ROOM
CM
U
2' -
0"
11.05
A251
203.01
ALIGN
ALI
GN
02.18
06.03
12.01
12.02
TYP.
12.02 06.07
12.04
06.07
NO BACKSPLASH
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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A112
Flo
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NORTH
SCALE: 3/8" = 1'-0"1Floor Plan Level 1 - Overall
KEYED NOTES
GENERAL NOTES
A. SEE SHEET G003 AND G004 FOR SYMBOLS, GENERAL NOTES AND LEGEND.
B. SEE SHEET A601A FOR FINISH SCHEDULE.
C. SEE SHEET A601A FOR DOOR SCHEDULE.
D. ALL EXPOSED ELECTRICAL TO BE MADE FLUSH IN NEW FINISHED WALLS. IF EXISTINGWALLS ARE TO BE FURRED, EXTEND ELECTRICAL BOXES TO BE FLUSH WITH NEWCONSTRUCTION.
02.18 EXISTING DRINKING FOUNTAIN TO REMAIN.
03.01 CONCRETE BASE TO MATCH ADJACENT BASE - DOWEL TO EXIST. BASE ON EA.SIDE & INTO FLOOR SLAB AS REQUIRED - MATCH PROFILE OF EXIST. BASE.
04.01 EXISTING MASONRY WALL TO REMAIN.
04.02 NEW INTEGRALLY COLORED MASONRY INFILL. USE SMOOTH FACED CMU ATSHOP SIDE & SPLIT-FACED CMU AT GARAGE SIDE. BOTH AREAS ARE TOMATCH EXISTING COLOR & FINISH.
06.03 ROLLING BASE CABINET - FINISHES TO MATCH BREAKROOM MILLWORK. SEEINTERIOR ELEVATIONS.
06.07 SOLID SURFACE COUNTERTOP & BACKSPLASH - SEE MILLWORK DETAILS.
09.02 EXISTING & NEW CMU & FOUNDATION TO BE PAINTED.
09.03 NEW 5/8" TYPE 'X' GYPSUM BOARD. ATTACH TO EXISTING PLYWOOD FURRING.EXTEND GYP. BD. INTO WINDOW OPENINGS. PAINT TO MATCH ADJACENTFINISHES.
11.01 NEW COPY MACHINE - SUPPLIED BY OWNER - COORD. POWER REQUIREMENTSW/ ELECTRICAL DRAWINGS & OWNER.
11.03 REFRIGERATOR - OWNER PROVIDED & INSTALLED.
11.04 NEW OVEN AND EXHAUST HOOD. VENT HOOD THRU EXIST. WALL TOWARDSSHOP AREA.
11.05 NEW MICROWAVE OVENS - SUPPLIED & INSTALLED BY OWNER.
12.01 WORKSTATIONS BY OWNER.
12.02 CONFERENCE TABLE (PROVIDED BY CONTRACTOR) AND CHAIRS (PROVIDEDBY OWNER).
12.04 END TABLE TO BE NOTCHED AROUND EXIST. 3"X3" STEEL COLUMN.
21.01 WALL-MOUNTED FIRE EXTINGUISHER.
22.01 TWO COMPARTMENT SINK WITH DISPOSAL. COORDINATE WITH PLUMBINGDRAWINGS.
22.02 UNDERCOUNTER WATER HEATER. COORDINATE WITH PLUMBING DRAWINGS.
TYP.
26.03
05.0105.01
TYP.
05.02
05.03
05.03
23.01
23.01
106' - 10"
1' - 5 1/4"
05.02
TYP.
23.02
NJRA Architects, Inc.
PR
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CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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KEYED NOTES
GENERAL NOTES
A. SEE SHEET G003 AND G004 FOR SYMBOLS, GENERAL NOTES AND LEGEND.
B. SEE SHEET A601A FOR FINISH SCHEDULE.
C. SEE SHEET A601A FOR DOOR SCHEDULE.
D. ALL EXPOSED ELECTRICAL TO BE MADE FLUSH IN NEW FINISHED WALLS. IF EXISTINGWALLS ARE TO BE FURRED, EXTEND ELECTRICAL BOXES TO BE FLUSH WITH NEWCONSTRUCTION.
05.01 EXIST. EXPOSED METAL DECK. CLEAN & PAINT.
05.02 EXIST. EXPOSED STEEL BEAMS. CLEAN & PAINT.
05.03 EXIST. EXPOSED STEEL COLUMNS. CLEAN & PAINT.
05.04 NEW STEEL BEAM TO MATCH EXISTING - COORD. W/ STRUCTURAL DRAWINGSFOR SIZE & INSTALLATION PROCEDURES. PAINT TO MATCH EXIST. STRUCTURE.
23.01 NEW RETURN AIR DIFFUSER - COLOR: WHITE. SEE MECHANICAL DRAWINGS.
23.02 NEW SUPPLY AIR GRILL - COLOR: WHITE. SEE MECHANICAL DRAWINGS.
26.03 L.E.D. LIGHT FIXTURES - LOCATE AS SHOWN. SEE ELECTRICAL DRAWINGS. ALLFIXTURES TO BE SUPPLIED & INSTALLED BY OWNER.
SCALE: 1/4" = 1'-0"1Reflected Ceiling Plan Level 1 - Overall
2
A503A
1
A503A
9
A503A
2' - 6" 2' - 9" 2' - 9" 1' - 3" 3' - 0" 1' - 3"
2' - 8" 2' - 6" 2' - 9" 2' - 9" 1' - 3" 3' - 0" 1' - 3"
8
A503A
T1 B2 B1 B3 B4
W1W2W1W4W2W3
2' -
2"
1' -
10
"2
' - 1
0"
1' -
8"
9 3
/4"
08.01 08.01
2' - 11"
11.02
11.0211.0211.02 11.0411.04
4' - 4"
06.01 09.04 09.05
TYP.
23.03
12.03
TYP.
12.0312.03
TYP.
12.0309.01
2
A504A05.05
06.07
06.01
2' -
9 1
/2"
3' - 6"
B5
06.03NO BACKSPLASH
06.03
05.03
05.0205.02
05.05
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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A251
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KEYED NOTES
GENERAL NOTES
A. SEE SHEET G003 AND G004 FOR SYMBOLS, GENERAL NOTES AND LEGEND.
B. SEE SHEET A601A FOR FINISH SCHEDULE.
C. SEE SHEET A601A FOR DOOR SCHEDULE.
D. ALL EXPOSED ELECTRICAL TO BE MADE FLUSH IN NEW FINISHED WALLS. IF EXISTINGWALLS ARE TO BE FURRED, EXTEND ELECTRICAL BOXES TO BE FLUSH WITH NEWCONSTRUCTION.
05.02 EXIST. EXPOSED STEEL BEAMS. CLEAN & PAINT.
05.03 EXIST. EXPOSED STEEL COLUMNS. CLEAN & PAINT.
05.05 EXIST. METAL DECKING - PAINT TO MATCH BEAMS
06.01 MILLWORK VALANCE TO BE TIGHTLY FORMED AROUND EXISTING BEAMS.
06.03 ROLLING BASE CABINET - FINISHES TO MATCH BREAKROOM MILLWORK. SEEINTERIOR ELEVATIONS.
06.07 SOLID SURFACE COUNTERTOP & BACKSPLASH - SEE MILLWORK DETAILS.
08.01 DOOR. SEE DOOR SCHEDULE FOR DOOR SIZE, DOOR ELEVATION, ETC. PAINTTO MATCH ADJACENT FINISHES.
09.01 4" RUBBER BASE THROUGHOUT. SEE FINISH SCHEDULE.
09.04 NEW FURRED WALL, PAINTED.
09.05 EXISTING FURRED WALL, PAINTED.
11.02 NEW APPLIANCES TO BE SUPPLIED & INSTALLED BY OWNER.
11.04 NEW OVEN AND EXHAUST HOOD. VENT HOOD THRU EXIST. WALL TOWARDSSHOP AREA.
12.03 FURNITURE TO BE PROVIDED BY OWNER.
23.03 WALL-MOUNTED DIFFUSER - COLOR: WHITE. SEE MECHANICAL DRAWINGS.
SCALE: 1/2" = 1'-0"1Interior Elevation - East
SCALE: 1/2" = 1'-0"2Interior Elevation - South
/1 A502A
/3 A501A
PLAN VIEW
4 3
4
B2
WALL TYPE STUD SIZE
2 1/2"
3 5/8"
5/8
"5
/8"
B3
B6
WALL WIDTH
3 3/4"
4 7/8"
Stu
dSiz
e
1
TYP2
SECTION VIEW
WALL WIDTHVARIES WITH STUD SIZE
3
5
44
Type - BTypical Metal
Stud Wall
6" 7 1/4"
A501A
6
6
KEYED NOTES
5
4
SECTION VIEW
PLAN VIEW
3
4
3
GA
P
1/4
" A
IR
3/4
"
A1
WALL TYPE STUD SIZE
1 1/2"
2 1/2"
3 5/8"
A2
A3
WALL WIDTH
2 1/8"
3 1/8"
4 1/4"
Stu
dSiz
e
WALL WIDTHVARIES WITH STUD SIZE
Type - AMetal Stud Furring Wall
6"A6 6 5/8"
1/4" AIR GAP, TYP
6
1
TYP2
A501A
6
1. METAL TRACK, 18 GA
2. METAL STUDS, 18 GA
3. METAL TRACK, 16 GA
4. METAL STUDS, 16 GA
5. 6" METAL STUDS, 14 GA
6. METAL TRACK, 14 GA
NOTE:
ALL FASTENERS TO BE #12 SMS @2'-0" O.C.
TYP., U.N.O.
0'-0" - 4'-6"
1
4'-7" - 8'-0"
2
8'-1" - 14'-0"
3
4
6
5
1/8" 2@12"TYP.
KEYED NOTES
1. METAL STUDS, 18 GA
2. METAL STUDS, 16 GA
3. 2" X 20 GA METAL STRAP AT 3'-6" O.C.
EACH SIDE
NOTE: ALL FASTENERS TO BE #12 SMS @2'-0"
O.C. TYP.,
0'-0" - 4'-6"
1
4'-7" - 8'-0"
2
8'-1" - 14'-0"
1/8" 2@12"TYP.
23
3
2
KEYED NOTES
1/8" 2@12"TYP.
1. METAL STUDS. SEE WALL TYPES.
2. .014" DIA. POWDER DRIVEN PINS WITH
1-1/4" MIN. EMBED AT 2'-0" O.C. AND
AT 2" FROM THE ENDS.
3. METAL TRACK - 18 GA MIN.
4. #12 SHEET METAL SCREWS EA. SIDE.
5. BENT TRACK - 18 GA MIN.
BASE AT SPANS < 8'-0"
1
BASE AT SPANS > 8'-0"
2"
34
2
1
42
2"
3"
5
1
2
A501A
2
A501A
KEYED NOTES
CONCRETE SLAB METAL DECK
(PERPENDICULAR TO FLUTES)
METAL DECK
(PARALLEL TO FLUTES)
STEEL BEAM
1. FLOOR OR ROOF DECK AS OCCURS.
2. STEEL BEAM AS OCCURS. SEE STRUCTURAL DRAWINGS.
3. SPRAY APPLIED FIRE RESISTIVE MATERIAL (SFRM), WHERE OCCURS.
4. SLOTTED TOP TRACK. FOR ADDITIONAL INFORMATION SEE DETAIL
5. METAL STUD WALL. SEE WALL TYPES ON SHEET A501A FOR ADDITIONAL
INFORMATION.
6. 2" x 18" GA STRAPS AT 16" O.C.
7. SLIP CONNECTION. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT
MID-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO
SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS.
1 1
3/4
"
3/4
"
3/4
"
3/4
"
2
61" 1"
3
44
5
7
5
7
1
4
5
7
4
5
7
/1 A502A
KEYED NOTES
1
2
3
4
1. METAL STUDS. SEE WALL TYPES.
2. .014" DIA. POWDER DRIVEN
PINS WITH 1-1/4" MIN. EMBED
AT 2" FROM THE ENDS.
3. METAL TRACK - 18 GA MIN.
4. #12 SHEET METAL SCREWS EA.
SIDE.
KEYED NOTES
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
NU
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A501A
Wal
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Det
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8
A. CONTRACTOR SHALL VERIFY ITEMS LIKE SEMI OR FULLY RECESSED MISCELLANEOUSBOXES, PANELS, PLUMBING LINES, CONDUITS, PIPES, ETC. THAT ARE CONCEALED INTHE WALL. IF 3-5/8" METAL STUD ARE INADEQUATE, CONTRACTOR SHALL NOTIFYTHAT ARCHITECT AND USE 6" STUDS. COORDINATE WITH ALL THE CONSULTANT
DRAWINGS PRIOR TO WALL CONSTRUCTION AND USE 6" OR 8", 20 GAUGE METALSTUDS FOR FRAMING IN LIEU OF 3-5/8" METAL STUDS.
1. LINE OF FLOOR OR ROOF DECK AS OCCURS.
2. TO ACCOMMODATE FOR STRUCTURE DEFLECTION, PROVIDE SLIP CONNECTIONBETWEEN TOP RUNNER TRACK AND METAL STUD FRAMING. SEE DETAIL
3. METAL STUDS, 18 GA AT 16" O.C, U.N.O. BASED ON WALL TYPES INDICATED INFLOOR PLAN, PROVIDE STUD SIZE AS INDICATED IN WALL TYPES WITH TRACKRUNNERS AT TOP AND BOTTOM.
4. GYPSUM BOARD, 5/8" THICK, TYPE 'X' , U.N.O, ATTACHED TO METAL STUDFRAMING.
5. ANCHOR BASE TRACK TO CONCRETE FLOOR. SEE DETAIL
6. LINE OF FLOOR.
SCALE: 1 1/2" = 1'-0"4Typical Metal Stud Wall
SCALE: 3" = 1'-0"1Typical Door and Window Opening Framing at Header
SCALE: 3" = 1'-0"2Typical Door and Window Opening Framing at Jamb
SCALE: 3" = 1'-0"5Framed Opening at Jamb
GENERAL NOTES
SCALE: 3" = 1'-0"6Head Condition at Non Fire Rated, Non Smoke Rated and Non Sound Barrier Partitions
SCALE: 3" = 1'-0"3Base Track Detail
ISOMETRIC VIEW OF SLOTTED TOP TRACK
A. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO
ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF
INTEGRITY OF SOUND, SMOKE AND FIRE WALLS.
B. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED
ON A PROJECT.
C. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN
APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR
SPACER TO ACCOMMODATE THICKNESS OF SPRAY-APPLIED FIRE-RESISTIVE
MATERIALS (SFRM).
D. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, IS THE BASIS FOR DESIGN
AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES.
E. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TYPES.
F. AT FIRE -RATED WALLS REFER TO SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS.
G. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED.
H. FIRESTOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE
EXPOSED CLEAN SEALANT (TO CONCEAL FIRESTOPPING) AT FOOD SERVICE
FACILITIES, KITCHEN, BIOLOGICAL CONTAINMENT AND CLEAN ROOM
APPLICATIONS.
I. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-
RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS.
J. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS
WITH SOUND ATTENUATION BATTS (SAB).
K. AT SMOKE PARTITIONS AND SOUND-CONTROL WALLS EXTEND GWB ON BOTH
SIDES INTO THE FLUTES, CUT TO FOLLOW UNDULATING SURFACES OF THE
SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL DECKING.
PROVIDE A CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO
SUPERSTRUCTURE.
GENERAL NOTES3
/4"
5
4
3
2
1
1. SLOTTED DEEP LEG DEFLECTION TRACK, 16GA CONTINUOUS. SECURE TO
SUPERSTRUCTURE ABOVE IN A WAY THAT PROVIDES LATERAL STABILITY
(PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A
MINIMUM OF 3/4" OF VERTICAL DEFLECTION OF THE SUPERSTRUCTURE.
2. SLIP CONNECTION. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MID-
HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE
VERTICALLY AS SUPERSTRUCTURE DEFLECTS.
3. VERTICAL STUD. SEE INTERIOR WALL TYPES ON SHEET A501.
4. FLOOR OR ROOF DECK AS OCCURS.
5. GYPSUM BOARD, 5/8" THICK, TYPE 'X'. TYPICAL. DO NOT SCREW GYPSUM
WALLBOARD TO TOP TRACK OR SUPERSTRUCTURE. GWB SCREWS INTO THE
STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK.
1
2
3
KEYED NOTES
W1 W2B3B2
S.I.E. S.I.E.
(Note: See Interior Elevations (S.I.E.) for occurrence of cabinet types used in this
project. Some cabinet type shown above may not be used in this project.)
T1
S.I.E
.
S.I.E
.
S.I.E.S.I.E.
S.I.E
.S.I.E
.
S.I.E
.S.I.E
.
9
A503A
Sim
S.I.E.
FINISH FLOOR
LINE DENOTES
2
A503A
Sim3
A503A
8
A503A
8
A503A
S.I.E
.
B1
S.I.E.
S.I.E
.
B4
S.I.E.
S.I.E
.
1
A503A
Sim2
A503A
Sim
W3
8
A503A
Sim
S.I.E
.S.I.E
.
3
A504A
S.I.E.
S.I.E
.
S.I.E.
B5
S.I.E
.S.I.E
.
S.I.E.
W4
12
A503A
KEYED NOTES
1. EXISTING GYPSUM BORAD ON EXISITING FURRING.
2. EXISTING CMU.
3. NEW END STUD.
4. NEW FURRING AND GYPSUM BOARD.
5. NEW GYPSUM BOARD.
6. NEW WALL-MOUNTED FIRE EXTINGUISHER.
3
1
2
6
5
4
SC
HED
ULE
SEE
DO
OR
FRAME DEPTH
STUD SIZE
SECTION VIEW
1. CONTINUOUS SEALANT ON BOTH SIDES OF
THE FRAME.
2. DOOR FRAME SEEN BEYOND.
3. DOOR, SEE DOOR SCHEDULE FOR DOOR
TYPE.
4. GYPSUM BOARD, 5/8" THICK, TYPE 'X'. ATTACH
TO METAL STUDS. SEE WALL TYPES.
5. STEEL RUNNER (18 GAUGE) FASTENED WITH
SCREWS TO STRUT STUDS AT EACH END.
6. HOLLOW METAL DOOR FRAME. FRAME
THICKNESS VARIES WITH WALL THICKNESS. SEE
FLOOR PLAN AND WALL SECTIONS. PAINT
FRAME.
7. SEE WALL TYPES FOR WALL WIDTH AND STUD
SIZE.
8. FRAME DEPTH SHALL BE WALL WIDTH PLUS 1".
1
5
2
3
1
4
8
WALL WIDTH
7
6
4
1/2"1/2"
KEYED NOTES
2"
FRA
ME D
EP
TH
STU
D S
IZE
614
4
5
3 7 21
1. CONTINUOUS SEALANT ON BOTH SIDES OF THE
FRAME.
2. DOOR. SEE DOOR SCHEDULE FOR DOOR TYPE.
3. LINE OF WALL AS OCCURS.
4. GYPSUM BOARD, 5/8" THICK, TYPE 'X'. ATTACHED
TO METAL STUD FRAMING. SEE WALL TYPES.
5. PROVIDE DOUBLE METAL STUDS AT FRAME JAMBS,
WALL ENDS, ETC. PROVIDE STEEL STRAPS (6" HIGH
16 GAUGE STRAPS AT 2'-0" O.C.)
6. HOLLOW METAL DOOR FRAME. FRAME THICKNESS
VARIES WITH WALL THICKNESS. SEE FLOOR PLAN
AND WALL SECTIONS. PAINT FRAME.
7. DOOR HINGE AS OCCURS. SEE DOOR AND
HARDWARE SCHEDULE. SEE FLOOR PLAN FOR
DOOR SWING.
8. SEE WALL TYPES FOR WALL WIDTH AND STUD SIZE.
9. FRAME DEPTH SHALL BE WALL WIDTH PLUS 1".
2"
KEYED NOTES
PLAN VIEW
1/2
"1
/2"
WA
LL W
IDTH
8 9
PLAN VIEW
1. CMU WALL. SEE FLOOR PLAN FOR WALL THICKNESS.
2. CONTINUOUS SEALANT ON BOTH SIDES OF FRAME. AT BUILDING
EXTERIOR SIDE USE CAULKING WITH BACKER ROD. VERIFY
CAULKING COLOR WITH ARCHITECT.
3. DOOR. SEE DOOR SCHEDULE FOR DOOR TYPE.
4. HOLLOW METAL DOOR FRAME (OR WINDOW FRAME WHERE
OCCURS). ATTACH FRAME TO WALL WITH MASONRY ANCHORS
(3 PER JAMB MINIMUM) AS RECOMMENDED BY FRAME
MANUFACTURER. FILL FRAME WITH GROUT. PAINT FRAME.
5. FRAME ANCHOR
6. HINGE AS OCCURS. SEE DOOR SCHEDULE AND FLOOR PLAN FOR
DOOR SWING.
2 5
163
4
2
KEYED NOTES
1. CMU WALL. SEE FLOOR PLAN FOR WALL THICKNESS.
2. CONTINUOUS SEALANT ON BOTH SIDES OF FRAME. AT BUILDING EXTERIOR
SIDE USE CAULKING WITH BACKER ROD. VERIFY CAULKING COLOR WITH
ARCHITECT.
3. DOOR. SEE DOOR SCHEDULE FOR DOOR TYPE.
4. HOLLOW METAL DOOR FRAME (OR WINDOW FRAME WHERE OCCURS). AS
RECOMMENDED BY FRAME MANUFACTURER. FILL FRAME WITH GROUT.
PAINT FRAME.
5. FRAME SEEN BEYOND.
SECTION VIEW
1'-0 5/8" @ 12" CMU
7" @ 6" CMU8 5/8" @ 8" CMU
1
2
4
5
3
2
KEYED NOTES
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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A502A
Wal
l Det
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& C
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8
SCALE: 3" = 1'-0"1Slip Connection Detail
SCALE: 3/8" = 1'-0"
Cabinet Legend2
SCALE: 1 1/2" = 1'-0"3Framed CMU Wall
SCALE: 3" = 1'-0"4Door Frame Head Detail
SCALE: 3" = 1'-0"5Door Frame Jamb Detail
SCALE: 3" = 1'-0"6Door Jamb Detail
SCALE: 3" = 1'-0"7
Door Frame Head Detail onCMU
1. LINE OF WALL, AS OCCURS. IF CABINET IS LOCATED AT AN ISLAND,
PROVIDE PLASTIC LAMINATE COVERED BACK PANEL, WHERE
EXPOSED. NO BACKSPLASH IS NECESSARY.
2. DOOR PULL. SEE SPECIFICATIONS IN PROJECT MANUAL.
3. WOOD CABINET DOOR.
4. WALL BASE. SEE FINISH SCHEDULE.
5. CABINET BASE. COORDINATE WITH ELECTRICAL DRAWINGS FOR
POWER, DATA OUTLETS THAT ARE LOCATED HERE.
6. LINE OF FLOOR.
7. SEAL TIGHTLY AROUND PIPE PENETRATIONS WITH CAULKING.
PROVIDE ESCUTCHEON PLATE AROUND DRAIN AND WATER LINES.
8. BACKSPLASH WITH 3/4" RADIUS EDGE.
9. SINK. SEE PLUMBING DRAWINGS.
10. SCHEDULED FACED COUNTERTOP SEE DETAIL . USE
EXTERIOR GRADE MARINE PLYWOOD, PHENOLIC RESIN, OR PARTICLE
BOARD TYPE 2M2 WITHIN 2'-0" FROM SINK. PROVIDE SOLID SURFACE
EDGE CAP AT ALL EXPOSED ENDS. SEE DETAIL
10
2
3
6
7
1
8
9
45
KEYED NOTES2' - 1" U.N.O.
ELE
VA
TIO
N
SEE IN
TER
IOR
4"
3"
/13 A503A
/7 A503A
A503A
5
A503A
10
KEYED NOTES1. FACE OF WALL
ASSEMBLY
2. 2 #12 S.M.S. @ 16" O.C.
MIN. AND 3" FROM
EACH END
3. BACKING PLATE TYPE 1.
FOR BACKING PLATE
DETAIL SEE -
4. SOLID BLOCKING TYP.
5. COUNTERTOP AND
INTEGRAL BACKSPLASH.
SEE DETAIL .
3
2
4
1
5
/1 A504A
/13 A503A
KEYED NOTES
1. FACE OF WALL
ASSEMBLY
2. 2 #12 S.M.S. @ 16" O.C.
MIN. AND 3" FROM
EACH END
3. BACKING PLATE TYPE
1. FOR BACKING
PLATE DETAIL SEE -
4. PRESSURE TREATED
CABINET BASE
SUPPORT
5. SOLID BLOCKING
6. LINE OF FLOOR
3
2
4
1
6
5
/1 A504A
2
1
3
1. LINE OF WALL
2. LINE OF CEILING. SEE REFLECTED CEILING PLAN.
3. BRACE PANEL. PROVIDE BRACE AS REQUIRED TO
SUPPORT THE VERTICAL FASCIA PANEL. LOCATE
BRACE AT 3'-0" O.C.
4. WALL CABINET AS OCCURS.
5. END PANEL. SOLID WOOD.
VERTICAL FASCIA
30°
5
4
KEYED NOTES1' - 3" UNO
1. FACE OF WALL ASSEMBLY
2. 2 #12 S.M.S. @ 16" O.C.
MIN. AND 3" FROM EACH
END.
3. BACKING PLATE TYPE 1.
FOR BACKING PLATE
DETAIL SEE -
4. SOLID BLOCKING TYP.
3
2
4
1
KEYED NOTES
/1 A504A
1. FACE OF WALL ASSEMBLY
2. 2 #12 S.M.S. @ 16" O.C. MIN.
AND 3" FROM EACH END.
3. BACKING PLATE TYPE 1. FOR
BACKING PLATE DETAIL SEE -
4. SOLID BLOCKING TYP.
1
2
3
4
KEYED NOTES
/1 A504A
1. SIDE PANEL OF BASE CABINET, AS OCCURS.
2. SOLID SURFACE. CONTINUOUS / INTEGRAL COUNTERTOP & BACKSPLASH.
AT SINK LOCATIONS ALSO PROVIDE 4" HIGH INTEGRAL SIDE SPLASH,
TYPICAL.
3. 3/4" THICK X CONTINUOUS FIRE TREATED PLYWOOD.
2
1 1
/2"
2
1
TYPICAL
ON ALL
THREE SIDES
3
KEYED NOTES
2' - 0" TYP, UNO
4"
1"
1
2
3
1. SIDE PANEL OF BASE CABINET, AS OCCURS.
2. SOLID SURFACING MATERIAL, 1/2" THICK, ATTACHED TO EXPOSED EDGE SIDE
OF COUNTERTOP. ALL EXPOSED EDGES OF SOLID SURFACING SHALL BE
ROUNDED AT 1/8" RADIUS.
3. SOLID SURFACING EDGE SHALL BE FLUSH WITH PLASTIC LAMINATE OF
COUNTERTOP.
KEYED NOTES
1/2"
1 1
/2"
1
2
2
3
4
5
6
7
8
9
1. LINE OF WALL.
2. DOOR AND DRAWER PULL. SEE
SPECIFICATIONS IN PROJECT MANUAL.
3. WOOD CABINET DOOR.
4. ADJUSTABLE SHELF. SEE ELEVATIONS FOR
NUMBER OF ADJUSTABLE SHELVES
REQUIRED. NOTCH SHELF 1/8" AT
SUPPORTS TO PREVENT SLIDE OUT.
5. LINE OF CEILING. SEE REFLECTED
CEILING PLAN.
6. WOOD FASCIA PANEL AS OCCURS
7. SCHEDULED COUNTERTOP WITH
BULLNOSE EDGE. SEE DETAIL .
PROVIDE SOLID SURFACE END CAP AT
ALL EXPOSED ENDS. SEE DETAIL
8. WOOD DRAWER. SEE SPECIFICATIONS IN
PROJECT MANUAL FOR TYPICAL DRAWER
CONSTRUCTION.
9. WALL BASE. SEE FINISH SCHEDULE.
10. CABINET BASE. COORDINATE WITH
ELECTRICAL DRAWINGS FOR POWER,
DATA OUTLETS THAT ARE LOCATED HERE.
11. LINE OF FLOOR.
12. DRAWER BOTTOM PANEL. SEE
SPECIFICATIONS IN PROJECT MANUAL
FOR TYPICAL DRAWER CONSTRUCTION.
13. BACKSPLASH WITH 3/4" RADIUS EDGE.
KEYED NOTES
8
10
11
12
13
2
A503A
6
A503A
11
A503A
5
A503A
10
/13 A503A
/7 A503A
1
2
2
3
4
5
6
7
8
9
1. LINE OF WALL.
2. DOOR AND DRAWER PULL. SEE
SPECIFICATIONS IN PROJECT MANUAL.
3. WOOD CABINET DOOR.
4. ADJUSTABLE SHELF. SEE ELEVATIONS FOR
NUMBER OF ADJUSTABLE SHELVES
REQUIRED. NOTCH SHELF 1/8" AT
SUPPORTS TO PREVENT SLIDE OUT.
5. LINE OF CEILING. SEE REFLECTED
CEILING PLAN.
6. WOOD FASCIA PANEL AS OCCURS
7. SCHEDULED COUNTERTOP WITH
BULLNOSE EDGE. SEE DETAIL
PROVIDE SOLID SURFACE END CAP AT
ALL EXPOSED ENDS. SEE DETAIL
8. WOOD DRAWER. SEE SPECIFICATIONS IN
PROJECT MANUAL FOR TYPICAL DRAWER
CONSTRUCTION.
9. WALL BASE. SEE FINISH SCHEDULE.
10. CABINET BASE. COORDINATE WITH
ELECTRICAL DRAWINGS FOR POWER,
DATA OUTLETS THAT ARE LOCATED HERE.
11. LINE OF FLOOR.
12. DRAWER BOTTOM PANEL. SEE
SPECIFICATIONS IN PROJECT MANUAL
FOR TYPICAL DRAWER CONSTRUCTION.
13. BACKSPLASH WITH 3/4" RADIUS EDGE.
14. SLIDE-OUT SHELVES W/ FULL EXTENSION
SOFT CLOSE DRAWER SLIDES.
KEYED NOTES
3
14
10
11
12
13
A503A
6
A503A
11
A503A
5
A503A
10
/13 A503A
/7 A503A
4
KEYED NOTES1. LINE OF WALL.
2. DOOR PULL. SEE
SPECIFICATIONS IN PROJECT
MANUAL.
3. WOOD CABINET DOOR.
4. WALL BASE. SEE FINISH
SCHEDULE.
5. COORDINATE WITH ELECTRICAL
DRAWINGS FOR POWER AND
DATA OUTLETS THAT ARE
LOCATED HERE.
6. LINE OF FLOOR.
7. FIXED SHELF. MULTI-CORE, 3/4"
THICK, PREMIUM GRADE - PANEL
CORE PRODUCT USED FOR
LAMINATED CASEWORK.
8. MICROWAVE, O.F.O.I.
9. WOOD FASCIA PANEL.
10. SLIDE-OUT SHELVES W/ FULL
EXTENSION SOFT CLOSE
DRAWER SLIDES.
11. LINE OF CEILING.
1
2
3
7
8
2
3
4
6
8
9A503A
6
A503A
10
5
5
5
10
11
1' - 3" UNO
1. LINE OF WALL.
2. DOOR PULL. SEE SPECIFICATIONS IN PROJECT MANUAL.
3. WOOD CABINET DOOR.
4. ADJUSTABLE SHELF. SEE ELEVATIONS FOR NUMBER OF ADJUSTABLE
SHELVES REQUIRED. NOTCH SHELF 1/8" AT SUPPORTS TO PREVENT SLIDE
OUT.
5. LINE OF CEILING. SEE REFLECTED CEILING PLAN.
6. WOOD FASCIA PANEL AS OCCURS. SEE INTERIOR ELEVATION. SEE
DETAIL
4
3
2
1
6
KEYED NOTES
/4 A503A
51' - 3" UNO
SEE INTERIOR
ELEVATIONS
SEE INTERIOR
ELEVATIONS
A503A
6
A503A
11
4
2
3
4
1
5
1. LINE OF WALL
2. DOOR PULL. SEE SPECIFICATIONS IN PROJECT MANUAL.
3. PLASTIC LAMINATE CABINET DOOR.
4. LINE OF CEILING. SEE REFLECTED CEILING PLAN.
5. FASCIA PANEL AS OCCURS. SEE INTERIOR ELEVATION. SEE DETAIL
6. PLASTIC LAMINATE DIVIDERS, 1/4" THICK, EQUALLY SPACED.
6
KEYED NOTES
SEE INTERIOR
ELEVATIONS
SEE INTERIOR
ELEVATIONS
/4 A503A
A503A
6
A503A
11
1' - 3" UNO
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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A503A
Cab
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Det
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Sou
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8
SCALE: 1" = 1'-0"3Base Cabinet with Sink
SCALE: 3" = 1'-0"5
Base Cabinet Anchorage -Top
SCALE: 3" = 1'-0"10
Base Cabinet Anchorage -Bottom
SCALE: 1 1/2" = 1'-0"4Wall Cabinet Fascia
SCALE: 3" = 1'-0"6
Wall Cabinet Anchorage -Top
SCALE: 3" = 1'-0"11
Wall Cabinet Anchorage -Bottom
SCALE: 3" = 1'-0"13
Solid Surface CountertopDetail
SCALE: 3" = 1'-0"7Countertop Side Edge
SCALE: 1" = 1'-0"1Door Upper, 3 Drawer Base
SCALE: 1" = 1'-0"2
Door Upper, Drawer andDoor Base
SCALE: 1" = 1'-0"9Oven Cabinet
SCALE: 1" = 1'-0"8Wall Cabinet with Door
SCALE: 1" = 1'-0"12Wall Cabinet with Door
1. 5/8", TYPE 'X' GYP. BD.
2. EXISTING OR NEW 3 5/8" OR 6" METAL STUDS
AT 16" O.C.
3. 6 X 16 GA METAL STUD BLOCKING. EXTEND
BLOCKING TO NEXT STUD BEYOND
EQUIPMENT -TYPICAL BOTH SIDES.
4. 6" X 16" GA SHEET METAL BACKING. EXTEND
BLOCKING TO NEXT STUD BEYOND
EQUIPMENT - TYPICAL BOTH SIDES.
5. 3 #10 SHEET METAL SCREW AT EACH STUD.
6. WHERE WALL TYPE INCLUDES RESILIENT
CHANNELS, USE ADDITIONAL CHANNELS AS
FURRING FOR BACKING AS REQUIRED.
5
TYPE '1' BACKING
TYPE '2' BACKING
1
2
3
2
3
5
2
4
5
5
1
2
4
1. EXTEND BACKING PLATE TO NEXT STUD
BEYOND SIDE OF FIXTURE OR ACCESSORIES
- BOTH SIDES.
2. PROVIDE METAL SLEEVES THROUGH WALL
FINISH AT FIXTURE AND EQUIPMENT
FASTENING.
3. FOR MECHANICAL WORK ANCHORAGE SEE
MECHANICAL DRAWINGS.
GENERAL NOTES
KEYED NOTES
6
1. GYPSUM BOARD, 5/8" THICK (USE TYPE 'X' IF WALLS ARE FIRE RATED)
ATTACHED TO METAL STUD FRAMING.
2. LINE OF WALL.
3. METAL STUD FRAMING 2 1/2" THICK, 20 GAUGE STUDS, SUSPENDED
FROM STRUCTURE ABOVE. STUDS SHALL BE AT 16" O.C.
4. LINE OF STRUCTURE ABOVE.
CEILING PLAN
SEE REFLECTEDSEE REFLECTED
CEILING PLAN
FOR SOFFIT
HEIGHT
1
2
3
4 KEYED NOTES
1
1. FINISH WOOD BACK PANEL.
2. DOOR PULL. SEE SPECIFICATIONS IN PROJECT MANUAL.
3. WOOD CABINET DOOR.
4. LINE OF FLOOR.
5. SOLID SURFACE TOP W/ BULLNOSE AT EA. SIDE - MATCH BREAKROOM
COUNTERTOP COLOR & MATERIAL.
6. WHEEL CASTERS.
5
2
4
6
KEYED NOTES
3
1
S.I.E
.
S.I.E.
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
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A504A
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8
SCALE: 3" = 1'-0"1Backing Plate Schedule
SCALE: 1 1/2" = 1'-0"2Gypsum Board Soffit
SCALE: 1" = 1'-0"3Cabinet w/ Doors
1
2"
SCHEDULE
SEE DOOR 2"
2"
SEE D
OO
R S
CH
ED
ULE
1. DOOR FRAME, SEE DOOR SCHEDULE.
KEYED NOTES
1
2
2"
SCHEDULE
SEE DOOR 2"
4"
SEE D
OO
R S
CH
ED
ULE
1
TYPE - A
SEE D
OO
R S
CH
ED
ULE
SEE DOORSCHEDULE
1. GLAZING IN VISION PANELS AT DOORS SHALL BE 1/4" THICK, CLEAR
TEMPERED GLAZING. PROVIDE METAL FRAME FLUSH WITH THE FACE OF
THE DOOR, AROUND OPENING. DOOR TO BE FACTORY GLAZED.
KEYED NOTES
TYPE - B
SEE D
OO
R S
CH
ED
ULE
SEESCHEDULE
6"
6"
MA
X
3' -
6"
1
6"
SAMPLE LAYOUT 2
LINE OF FLOOR
COVERING
TRANSITION
ROOM NAME101
SAMPLE LAYOUT 1
W2B1F1
NORTH WALL
SOUTH WALL
WEST
WALL EAST
WALL
W2B1 F1
F1W2 W1
NOTE: AS INDICATED IN ROOM NUMBER 101, MAJORITY OF THE ROOMS IN THE
PROJECT SHALL HAVE A SINGLE TYPE OF FLOOR FINISH, WALL BASE AND WALL FINISH.
WALL FINISH INDICATED AS "W2" SHALL APPLY TO ALL FOUR WALLS FROM FLOOR TO
CEILING.
NOTE: AS INDICATED IN ROOM NUMBER 102, SOME ROOMS SHALL HAVE MULTIPLE
FLOOR AND WALL FINISHES. THE WALL FINISH INDICATED AS "W2" IN THE ROOM
(WITHOUT AN ARROW POINTING TO ANY SPECIFIC WALL) SHALL APPLY TO THE WEST,
NORTH AND EAST WALL. WHERE WALL FINISHES ARE INDICATED WITH AN ARROW
POINTING TO THE SOUTH WALL, SHALL HAVE MULTIPLE FINISHES SUCH AS "W3" AND
"W4". SEE INTERIOR ELEVATIONS FOR TRANSITION DETAILS BETWEEN "W3" AND "W4".
ROOM NAME102
NJRA Architects, Inc.
PR
OJE
CT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
NU
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NOT FOR
CONSTRUCTION
6/8/2018 2:34:49 PM
A601A
Doo
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Fin
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Sch
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8
DOOR #
DOOR FRAME DETAILS FIRE
RATING
(MINUTES)
HARDWARE
GROUPCOMMENTS# OF
PANELS
WIDTH SIZETYPE DEPTH MATERIAL HEAD JAMB THRESHOLD
W1 W2 HEIGHT THICKNESS MATERIAL TYPE
101A 1 4' - 0" 7' - 0" 1 3/4" WD B DF2 9" HM 7/A502B 6/A502B - 1 1, 2
102A 1 2' - 0" 7' - 0" 1 3/4" WD A DF1 5 7/8" HM 4/A502B 5/A502B - 2
COMMENTS
DOOR SCHEDULE
1. DOOR AND FRAME TO BE PAINTED ON ALL SIDES.
2. FIELD VERIFY EXISTING DOOR FRAME HEIGHT AND MATCH.
Finish Floor
Line Denotes
Finish Floor
Line Denotes
SCALE: 1/4" = 1'-0"2Frame Types
SCALE: 1/4" = 1'-0"1Door Types
SAMPLE LAYOUTS
TAG FINISH TYPE DESCRIPTION MANUFACTURER STYLE MODEL # COLOR COMMENTS
F1 FLOOR FINISH STAINED CONCRETE - - - - 1
B1 WALL BASE 4" RUBBER BASE ROPPE OR EQUAL COVED - BLACK -
W1 WALL FINISH PAINTED GYPSUM BOARD - - - - 1
W2 WALL FINISH PAINTED CMU - - - - 1
SS1 SOLID SURFACE FINISH Countertops / window sills Corian - - - 1
FINISH SCHEDULE
1. COORDINATE COLOR WITH OWNER. PROVIDE ARCHITECTURAL STANDARD COLORS FOR OWNER SELECTION.
COMMENTS
4 1/
2" W
IDE
RUNNER
1SIDEWALL DISCHARGE SUPPLY GRILLE AND BOOT DETAIL
SINGLE THICKNESS TURNING VANE DETAIL2
SUPPLYDUCT
VOLUMEDAMPERCONTINUOUS
BAR GRILLE
BOOT
WALL
SCALE: NONE
FLO
W
AIR
.
SINGLE THICKNESSTURNING VANES
LEADING AND TRAILINGEDGE TO BE PARALLELWITH SIDE OF DUCT.
1" LONG MINIMUMTRAILING EDGE
SCALE: NONE
1. DOMESTIC UL LISTED RANG HOOD BY BROAN OR EQUIVALENT.
1. SHALL BE PRICE RCG OR APPROVED EQUAL.2. SHALL BE PRICE 535 OR APPROVED EQUAL.3. SEE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS.4. FINISH SHALL BE STANDARD WHITE.
NJRA Architects, Inc.
PRO
JECT
5272 S. College Drive, Suite104Murray, Utah 84123
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NU
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8
RANGE HOOD SCHEDULE
TAG EXHAUSTDIMENSION
S
VOLTAGE PHASEFREQUEN
CYMANUF &MODEL
SCHEDULENOTESTYPE # CFM
OPERATINGWEIGHT
RH 1 190 CFM 40 lb 120 V 1 60 Hz BROANF40000
1
DIFFUSER AND GRILLE SCHEDULE
TAGMAX
FLOW
FACE SIZE NECK SIZE
CEILINGTYPE
BLOWPATTERN MAX NC
MANUF &MODEL
SCHEDULENOTESLENGTH WIDTH
LENGTH/DIAMETER WIDTH
R-1 600 CFM 24" 12" 24" 12" DUCT MTD N/A 25 PRICE 535 2,3,4
SG-1 250 CFM 16" 6" 16" 6" SIDEWALL 1 WAY 25 PRICERCG
1,3,4
MINIMUM 12”ABOVE DESIGN
SNOW LOAD
SCALE: NONE
PLUMBING STACK
COLLAR OF ROOFINGMATERIAL SECURED OVER
FLANGE
ROOF MEMBRANE
ROOFING MATERIALCOLLAR CUT AWAY TOSHOW OVERLAP WITHFLASHING FLANGE.
RIGID INSULATION
COORDINATEWITHSTRUCTURE
ROOF SHEATHING
3” FLANGE
METAL CONE FLASHING
NEOPRENE COLLAR
VENT THRU ROOF DETAIL1
1. SEE SPECIFICATIONS FOR OTHER APPROVED MANUFACTURERS.2. 120/1/60 - 15 AMP BREAKER3. HIGH ALTITUDE MODEL.
NJRA Architects, Inc.
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GP-01
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, 201
8
PLUMBING FIXTURE SCHEDULE
FIXTURENUMBER FIXTURE
PLUMBING PIPE SIZES
REMARKSTRAP WASTE VENTCOLD
WATERHOT
WATER
GD-1 GARBAGEDISPOSALDISPOSAL
0" 0" 0" 0" 0" PROVIDE INSINKERATOR EVOLUTION EXCEL 3/4 HP GARBAGEDISPOSAL OR EQUAL.
S-2 2 COMPSINK
1 1/2" 1 1/2" 1 1/2" 1/2" 1/2" BELOW COUNTER MOUNTED / FLUSH STAINLESS STEEL SINK.PROVIDE WITH THERMOSTATIC AND PRESSURE MIXING
VALVE. JUST 18 GAUGE OR EQUAL.
WATER HEATER (ELECTRIC) SCHEDULE
EQUIPMENTNUMBER WATTAGE
GPHRECOVERY
@ 100 FSTORAGECAPACITY
RELIEF VALVE BTU /PRESSURE RATING VOLTAGE PHASE
OPERATINGWEIGHT
MANUF &MODEL
SCHEDULENOTES
WH-1 1.4 kW 10 3 gal 150 120 V 1 16 lb EEMAXEMT2.5
1,2,3
GENERAL NOTES
G-1 - MECHANICAL INFORMATION IS NOT LIMITED TO THE MECHANICAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION OF THE EXISTING BUILDING AND SITE CONDITIONS, EXISTING PIPING, EXISTING ELECTRICAL, AND EXISTING SUPPORTS.
A - EACH DRAWING SHEET AND THE SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER AND THEY SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH ITEMS SHOWN AND NOTED ON ONE AND NOT THE OTHER BEING FURNISHED AND INSTALLED AS THOUGH SHOWN AND CALLED OUT IN ALL PLACES. ITEMS IN SPECIFICATIONS OR DRAWINGS LISTED WHICH ARE DIFFERING IN EFFICIENCY OR QUALITY SHALL BE HELD TO THE GREATEST OF: EFFICIENCY, QUALITY OR GOVERNING CODE.
B - THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE INSTALLATION OF THE SYSTEMS ACCORDING TO THE TRUE INTENT AND MEANING OF THE CONTRACT DOCUMENTS.
C - THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT WITH PROPER SERVICE ACCESS AND CLEARANCES ACCORDING TO MANUFACTURERS RECOMMENDATIONS. THE CONTRACTOR SHALL REVIEW SUPPLIERS BID PACKAGES FOR COMPLETENESS AND COMPLIANCE TO THE SPECIFICATIONS, SCHEDULES, AND DESIGN INTENT (ALL EQUIPMENT AND METHODS). THE CONTRACTOR SHALL REMOVE AND REINSTALL CORRECTLY AT HIS OWN EXPENSE ANY EQUIPMENT NOT IN COMPLIANCE.
D - THE CONTRACTOR SHALL CONSULT MANUFACTURERS INSTALLATION INSTRUCTIONS FOR SIZES, METHODS, ACCESSORIES, AND CLEARANCES IN SPACE AVAILABLE PRIOR TO BIDDING PROJECT.
E - ANYTHING NOT CLEAR OR IN CONFLICT WILL BE EXPLAINED BY MAKING APPLICATION TO THE ENGINEER IN WRITING.
G-2 - ANY AND ALL ALTERATIONS TO THE SYSTEM SHOWN SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CHANGES FOR APPROVAL. CONTRACTOR SHALL NOT START ANY CHANGES UNTIL NOTIFIED IN WRITING. IF CHANGES ARE MADE PRIOR TO APPROVAL CONTRACTOR SHALL TAKE ALL RESPONSIBILITY FOR THE CHANGES MADE AND ALL COSTS RELATING TO FAILURE OR REPLACEMENT OF ALTERATIONS.
G-3 - CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS.
G-4 - THE WORKING DRAWINGS ARE DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND, OR ELBOW NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. ALL LOCATIONS FOR MECHANICAL EQUIPMENT SHALL BE FIELD VERIFIED AND COORDINATED WITH ALL DRAWINGS. THE CONTRACTOR SHALL PROVIDE OR COORDINATE WITH THE GENERAL CONTRACTOR PROVISIONS FOR BLOCKOUTS OR CORE DRILLS THROUGH STRUCTURE.
G-5 - THE INSTRUCTION TO "PROVIDE" ALSO INCLUDES INSTALLATION.
G-6 - MECHANICAL CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE AND FIRE DAMPERS AS REQUIRED BY LOCAL CODES AND AUTHORITIES.
G-7 - SHEET METAL DUCT SIZES SHOWN ON DRAWINGS ARE FREE AREA DIMENSIONS.
G-8 - PROVIDE AND INSTALL BALANCING DAMPERS IN ALL SUPPLY AND EXHAUST AIR BRANCH DUCTS. BALANCE TO CFM SHOWN ON PLAN.
G-9 - SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS AND GRILLES.
G-10 - PROVIDE TURNING VANES IN ALL ELBOWS OF RECTANGULAR DUCT.
G-11 - THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY IN HANDLING AND DISPOSING OF REFRIGERANTS, OILS, ETC. ALL SUCH MATERIALS SHALL BE HANDLED, DISPOSED, AND USED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS.
G-12 - THE MECHANICAL CONTRACTOR SHALL VERIFY MOTOR VOLTAGES WITH THE ELECTRICAL DRAWING BEFORE ORDERING MOTORIZED EQUIPMENT AND CONTROLS.
G-13 - C.F.M. LISTED IS ACTUAL AIR.
G-14 - SUPPLIERS SHALL REVIEW ALL DRAWINGS AND THE SPECIFICATIONS PRIOR TO SUBMITTING PRICES TO THE CONTRACTOR. ALL QUESTIONS AND DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BIDDING.
G-15 - CONTRACTOR SHALL THOROUGHLY REVIEW AND SIGN SUBMITTALS FOR COMPLETENESS AND COMPLIANCE TO THE SPECIFICATIONS PRIOR TO ENGINEERS REVIEW. SUPPLIERS SHALL HIGHLIGHT OR MARK ALL INFORMATION REQUIRED TO SHOW COMPLIANCE TO THE SPECIFICATIONS. ALL REQUESTED EXCEPTIONS TO THE SPECIFICATIONS, OR SCHEDULES SHALL BE CLEARLY NOTED AND EXPLAINED. SUBMITTAL REVIEW AND ACCEPTANCE IS FOR DESIGN CONCEPT ONLY, AND DOES NOT AT ANY TIME RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO MEET SPECIFICATIONS, CAPACITIES, OR DESIGN INTENT.
G-16 - ALL MECHANICAL SHALL BE INSTALLED AND CONFORM TO THE 2015 EDITION OF THE IMC AND IPC WITH UTAH ANNOTATIONS AND LOCAL AUTHORITY REQUIREMENTS.
G-17 - THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE DRAINING DOWN AND RE-FILLING OF ALL SYSTEMS NECESSARY TO COMPLETE THE WORK OUTLINED BY THIS PROJECT. THIS INCLUDES PROVIDING THE REQUIRED CHEMICAL TREATMENT WHEN RE-FILLING THE SYSTEM.
G-18 - ALL PIPING, MATERIALS, ETC. SHALL BE NEW AND DOMESTIC MADE UNLESS SPECIFICALLY AUTHORIZED IN WRITING PRIOR TO BID.
MECHANICAL LEGEND
SYMBOL ABR, DESCRIPTION
GENERAL TERMINOLOGY
A
ME101
SECTION LETTER DESIGNATION
SECTION DRAWN ON THIS SHEET
A2
AH
1
DETAIL NUMBER DESIGNATION CORRESPONDING WITH GRID LOCATION
MECHANICAL EQUIPMENT DESIGNATION
EQUIPMENT ITEM DESIGNATION
REGISTER, GRILLE OR DIFFUSER DESIGNATION WITH BALANCING CFM LISTED BELOW
D-1
CFM
GRILLE OR LOUVER DESIGNATION WHERE BALANCING NOT REQUIREDR-1
REVISION DESIGNATOR AND NUMBER
KEY NOTE DESIGNATOR AND NUMBER
POINT OF CONNECTION
POINT OF REMOVAL
1
1
ABOVE FINISHED FLOOR
ACCESS PANEL
CENTERLINE ELEVATION
GENERAL CONTRACTOR
AFF
AP
POC
POR
C EL.
GC
MECHANICAL CONTRACTORMC
CONTROLS CONTRACTORATC
ELECTRICAL CONTRACTOREC
FIRE PROTECTION CONTRACTORFPC
NOT IN CONTRACTNIC
NOT TO SCALENTS
VITRIFIED CLAY PIPEVCP
NORMALLY CLOSEDNC
COMMONC
NORMALLY OPENNO
SYMBOL ABR, DESCRIPTION
AIR SIDE
EXISTING AIR DUCT TO BE REMOVED
EXISTING AIR DUCT TO REMAIN
NEW AIR DUCT
RECT TO RECT AIR DUCT TAKE-OFF
RECT TO RND AIR DUCT TAKE-OFF
RND TO RND AIR DUCT TAKE-OFF
MEDIUM PRESSURE TAKE-OFF
FLEXIBLE AIR DUCT
LINED DUCT
RADIUS ELBOW
ECCENTRIC DUCT TRANSITION
CONCENTRIC DUCT TRANSITION
VOLUME DAMPER
SUPPLY AIR DIFFUSER
RETURN & TRANSFER AIR GRILLE
EXHAUST GRILLE OR CEILING EXH. FAN
RETURN & OUTSIDE AIR DUCT UP/DN
RETURN & OA ROUND DUCT UP/DN
SUPPLY AIR DUCT UP/DN
SUPPLY AIR ROUND DUCT UP/DN
EXHAUST AIR DUCT UP/DN
EXHAUST AIR ROUND DUCT UP/DN
ACCESS PANELAP
EXISTING EQUIPMENT TO BE REMOVED
EXISTING EQUIPMENT TO REMAIN
NEW EQUIPMENT
SUPPLY AIR
RETURN AIRRA
SA
EXHAUST AIREA
OUTSIDE AIROA
MIXED AIRMA
RELIEF AIRRF
FLAT OVALFO
MOTORIZED VOLUME DAMPER
BACKDRAFT DAMPER
FIRE DAMPER
SMOKE DAMPER
FIRE & SMOKE DAMPER
WALL MOUNTED THERMOSTAT
WALL MOUNTED TEMP. SENSOR
WALL MOUNTED HUMIDISTAT
WALL MOUNTED FIRESTAT
M
BD
F
S
FS
T
S
H
F
MVD
BD
FD
SD
FS
T-STAT
H-STAT
F-STAT
NJRA Architects, Inc.
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5272 S. College Drive, Suite104Murray, Utah 84123
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NU
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H-01
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, 201
8
1
H-04
2
H-04
1
1
1
1
2
2
2
2
3
3
NJRA Architects, Inc.
PRO
JECT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
NU
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H-02
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8
SCALE: 3/8" = 1'-0"1MECHANICAL DEMOLITION PLAN
SHEET NOTES
1 EXISTING SUPPLY DUCTWORK THROUGH CEILINGSHALL REMAIN.
2 EXISTING MECHANICAL DUCTWORK AND EQUIPMENTON SECOND FLOOR SHALL REMAIN.
3 EXISTING RETURN DUCTWORK SHALL REMAIN.REMOVE EXISTING RETURN GRILLES.
1
H-04
2
H-04
1
1
1
1
2
2
2
2SG-1
SG-1
SG-1
SG-13
3
3
3
4
R-1
R-1
RH
15
4
NJRA Architects, Inc.
PRO
JECT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
NU
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DRAWING NO.
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6/4/2018
6/7/2018 1:50:03 PM
H-03
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8
SCALE: 3/8" = 1'-0"1MECHANICAL FLOOR PLAN
SHEET NOTES
1 PROVIDE NEW SUPPLY DUCT ELBOW WITH TURNINGVANES IN THIS APPROXIMATE LOCATION. FIELDVERIFY. MOUNT DUCTWORK TIGHT TO CEILING ANDABOVE CABINETS AND OFFICE EQUIPMENT. ADJUSTDIMENSIONS AS NECESSARY. COORDINATE WITHARCHITECTURAL PLANS.
2 ADJUST EXISTING DAMPERS TO PROVIDEADDITIONAL AIRFLOW TO REMODELED AREA.DAMPERS FOR BOTH FLOORS ARE LOCATED ON THEUPPER FLOOR.
3 PROVIDE NEW SIDE WALL SUPPLY DIFFUSER IN THISAPPROXIMATE LOCATION. SEE MECHANICALSCHEDULE.
4 PROVIDE NEW SURFACE MOUNT RETURN GRILLE INTHIS APPROXIMATE LOCATION. SEE MECHANICALSCHEDULE.
5 PROVIDE NEW RANGE HOOD UNDER CABINETS INTHIS APPROXIMATE LOCATION. SEE MECHANICALSCHEDULE.
2
H-04
WH-1
GD-1
SG-1SG-1SG-1
SG-1
1 1 1 12222
3
4
4
444444
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1
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16"x10" SA
16"x10" SA 16"x10" SA 16"x10" SA
5
6
1
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NJRA Architects, Inc.
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6/7/2018 1:50:06 PM
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, 201
8SCALE: 1/2" = 1'-0"1Section 1
SCALE: 1/2" = 1'-0"2Section 2
SHEET NOTES
1 PROVIDE NEW SUPPLY DUCT ELBOW WITH TURNINGVANES IN THIS APPROXIMATE LOCATION. FIELDVERIFY. MOUNT DUCTWORK TIGHT TO CEILING ANDABOVE CABINETS AND OFFICE EQUIPMENT. ADJUSTDIMENSIONS AS NECESSARY. COORDINATE WITHARCHITECTURAL PLANS.
2 PROVIDE NEW SIDE WALL SUPPLY DIFFUSER IN THISAPPROXIMATE LOCATION. SEE MECHANICALSCHEDULE.
3 PROVIDE NEW ELECTRIC WATER HEATER UNDERCOUNTER IN THIS APPROXIMATE LOCATION. INSTALLPER MANUFACTURERS RECOMMENDATIONS. SEEMECHANICAL SCHEDULE.
4 ADJUST EXISTING DAMPERS TO PROVIDEADDITIONAL AIRFLOW TO REMODELED AREA.DAMPERS FOR BOTH FLOORS ARE LOCATED ON THEUPPER FLOOR.
5 PROVIDE NEW GARBAGE DISPOSAL UNDER SINK. SEEPLUMBING SCHEDULE.
6 PROVIDE NEW RANGE HOOD UNDER CABINETS INTHIS APPROXIMATE LOCATION. SEE MECHANICALSCHEDULE.
PLUMBING GENERAL NOTES
G-1 - ALL PLUMBING SHALL BE INSTALLED AND CONFORM TO THE 2015 EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC) WITH UTAH ANNOTATIONS AND LOCAL AUTHORITY REQUIREMENTS.
G-2 - ALL PIPING MATERIALS SHALL MEET ALL REQUIREMENTS OF IPC AND LOCAL AUTHORITY. PLASTIC PIPING SHALL BE ALLOWED ONLY WHERE ALLOWED BY CODE. PLASTIC PIPING SHALL NOT BE ROUTED THROUGH RETURN AIR PLENUMS OR OTHER AREAS PROHIBITED BY THE IMC, IPC, OR NFPA CODES OR BY LOCAL AUTHORITY.
G-3 - GAS PIPING INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH GAS COMPANY REGULATIONS, NFPA CODE REQUIREMENTS, AND LOCAL AUTHORITY.
G-4 - ALL MATERIALS SHALL BE NEW AND SHALL BE DOMESTIC MADE UNLESS SPECIFICALLY APPROVED OTHERWISE IN WRITING BY ARCHITECT OR OWNER.
G-5 - PROVIDE VACUUM BREAKERS AND BACK FLOW PREVENTERS WHERE REQUIRED BY CODE OR WHERE THERE MAY BE ANY POSSIBLE CHANCE FOR CROSS CONTAMINATION. PREVENTERS SHALL BE INSTALLED IN ACCORDANCE WITH UTAH CODE.
G-6 - ALL PLUMBING INFORMATION IS NOT LIMITED TO THE PLUMBING DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS INCLUDING SPECIFICATIONS, ARCHITECTURAL DRAWING, STRUCTURAL DRAWINGS, MECHANICAL DRAWINGS, AND ELECTRICAL DRAWINGS.
G-7 - THE WORKING DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THE SMALL SCALE OF THE DRAWING, THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. ALL PIPING SHALL BE CHECKED AND COORDINATED WITH THE SPECIFICATIONS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.
G-8 - COORDINATE ALL PIPING AND PLUMBING EQUIPMENT WITH ALL OTHER TRADES AND/OR CONTRACTORS PRIOR TO INSTALLATION.
G-9 - ANY AND ALL ALTERATIONS TO THE SYSTEM SHOWN SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR AND ARCHITECT/ENGINEER SHALL BE NOTIFIED IN WRITING PRIOR TO CHANGES.
G-10 - GAS LINE FITTINGS SHALL BE STANDARD WELD FITTINGS WITH TEPERED REDUCERS. DO NOT USE VALVES, UNIONS, OR AUTO CONTROLS IN GAS LINES ROUTED IN INACCESSIBLE CONCEALED SPACES.
G-11 - ALL WATER SYSTEMS SHALL MEET THE REQUIREMENTS OF ANSI/NSF STANDARD 61 SECTION 9 (1998), CONCERNING METAL CONTAMINATS IN THE WATER SYSTEM.
G-12 - WATER PIPING SHALL NOT BE ROUTED IN OUTSIDE WALLS OR ON EXTERIOR SIDE OF BUILDING INSULATION ENVELOPE.
G-13 - WATER HAMMER ARRESTORS SHALL BE INSTALLED IN ALL WATER LINES WITH QUICK OPEN OR QUICK CLOSE VALVES.
WATER HAMMER ARRESTOR SCHEDULE:TYPE A 1-11 FIXTURE UNITSTYPE B 12-32 FIXTURE UNITSTYPE C 33-60 FIXTURE UNITSTYPE D 61-113 FIXTURE UNITS
PLUMBING LEGEND
MEANING SYMBOL OR ABBREVIATION
MEANING SYMBOL OR ABBREVIATION
HOT WATER LINE WALL CLEANOUT WCO
COLD WATER LINE CLEANOUT CO
HOT WATER RECIRCULATING LINE
CLEANOUT TO GRADE COTG
VENT LINE FLOOR CLEANOUT FCO
WASTE LINE BALL VALVE
GAS LINE UNION
VENT THRU ROOF VTR CONNECTION TO EXISTING PIPING
UNDER FLOOR UF REGULATOR
SANITARY SEWER SOFT WATER SW
PRIMARY ROOF DRAIN SECONDARY ROOF DRAIN
R
SS
G
SRDPRD
SS
V
HWREC
CW
HW
NJRA Architects, Inc.
PRO
JECT
5272 S. College Drive, Suite104Murray, Utah 84123
801.364.9259www.njraarchitects.com
NU
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P-01
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, 201
8
RE
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NJRA Architects, Inc.
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JECT
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NU
MBE
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DRAWING NO.
SHEET OF
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OV
EDW
P
VERIFY SCALE
BAR
IS O
NE
INCH
ORI
GIN
AL
DRA
WIN
G
REVI
SIO
NS
NO
.D
ATE
REV.
BY
DES
CRIP
TIO
N
6/4/2018
6/7/2018 1:50:08 PM
P-04
PLU
MB
ING
FLO
OR
PLA
N
Sou
th V
alle
y W
ater
Rec
lam
atio
n F
acili
ty
Rem
odel
7495
Sou
th 1
300
Wes
tW
est J
orda
n, U
tah
8408
4
1890
5.00
May
, 201
8
SHEET NOTES
1 TIE INTO EXISTING DCW PIPING IN THISAPPROXIMATE LOCATION. FIELD VERIFY.
2 TIE INTO EXISTING SEWER LINE IN THISAPPROXIMATE LOCATION. FIELD VERIFY.
3 PROVIDE NEW BELOW COUNTER MOUNTED/ FLUSHSINK IN THIS APPROXIMATE LOCATION. SEEPLUMBING SCHEDULE.
4 PROVIDE NEW GARBAGE DISPOSAL UNDER SINK. SEEPLUMBING SCHEDULE.
5 PROVIDE NEW 1-1/2" VENT THROUGH ROOF IN THISAPPROXIMATE LOCATION. FIELD VERIFY. SEEPLUMBING DETAILS.
6 PROVIDE NEW ELECTRIC WATER HEATER UNDERCOUNTER IN THIS APPROXIMATE LOCATION. INSTALLPER MANUFACTURERS RECOMMENDATIONS. SEEMECHANICAL SCHEDULE.
SCALE: 3/8" = 1'-0"1PLUMBING FLOOR PLAN
KEYED NOTES
GENERAL NOTES
UP
2' -
0"
KEYED NOTES
GENERAL NOTES
UP
102A
101A
102CLOSET
101OFFICE
103
CONF./BREAKROOM
KEYED NOTES
GENERAL NOTES
KEYED NOTES
GENERAL NOTES
KEYED NOTES
GENERAL NOTES
KEYED NOTES
GENERAL NOTES