HomeMy WebLinkAboutB10-0147 PlansABB R EVI A TIONS
rM r
GENERAL
CENTERLINE
MECH,
MECHANICAL
FINISH FLOOR TAG
- - - - - --
(E)
EXISTING
MFR,
MANUFACTURER
FIXTURE PLAN, DETAILS, & SCHEDULES
ELECTRICAL
A.F.F.
ABOVE FINISHED FLOOR
MIN.
MISC.
MINIMUM
MISCELLANEOUS
WALL TAG
\/-
<
A.P.
ACCESS PANEL
MECHANICAL SPECIFICATIONS
M200
MECHANICAL PLAN
PLUMBING
ADJ.
ADJUSTABLE
N.T.S.
NOT TO SCALE
ROOM TAG
ROOM NAME
ARCH.
ARCHITECTURAL
O.A.
OVERALL
101
PROJECT TEAM
O.C.
ON CENTER
MECHANICAL ENGINEER
BLDG,
BUILDING
OH.
OVERHEAD
1
BLKG.
BLOCKING
OPG,
OPENING
970 - 476 -9457
720 - 283.3018
BM,
BEAM
720 -283 -6253 (FAX)
EMAIL: iwalker@ssv.net
EMAIL: jefPmengeseng,com
SOT.
BOTTOM
P.S.F.
POUNDS PER SQ. FT.
INTERIOR ELEVATION TAG
4 Sht. No. 2
BRG,
BEARING
P.S.I.
POUNDS PER SQ. IN.
1521 15TH STREET
9364 TEDDY LANE, SUITE 101
BSMT.
BASEMENT
P.WD.
PLYWOOD
303.446.0460
720. 489.1609
CLG,
CEILING
PL.
PLATE
EMAIL: poul@toddarchitecture.com
3
COL.
COLUMN
PNT.
PAINT (ED)
DOOR TAG
14
CONC.
CONCRETE
PT
PRESSURE TREATED
CONT,
CONTINUOUS
R.
RISER
CTR.
CENTER
R.O.
ROUGH OPENING
CEILING MOUNTED DUPLEX RECEPTACLE
DBL.
DOUBLE
RAD,
RADIUS
QUADPLEX RECEPTACLE
DET.
DETAIL
RE
REFERENCE
DIA.
DIAMETER
REV.
REVISE (D), REVISION
COMP /DATA RECEPTACLE
111
DIM.
DIMENSION
RFL.
REFLECT (ED) (IVE)
DN,
DOWN
RM.
ROOM
TELE /COMM RECEPTACLE
>
DR,
DOOR
DWGS
DRAWING
SAFE
SOUND ATTENUATION FIRE BLANKET
SEC.
SECTION
(E)
EXISTING
SHT.
SHEET
SIM.
SIMILAR
EA,
EACH
SPEC,
SPECIFICATION
EL.
ELEVATION
SQ.
SQUARE
ELEC.
ELECTRICAL
STL.
STEEL
EQ.
EQUAL
STD,
STANDARD
EXT.
EXTERIOR
STR.
STRUCTURAL
EWC
ELECTRIC WATER COOLER
T -HOLD
THRESHOLD
F.D.
FLOOR DRAIN
T.
TREAD
FDN,
FOUNDATION
T.0
TOP OF CONCRETE
FIN.
FINISH
T.O.C.
TOP OF CURB
FLR.
FLOOR (ING)
T. &G.
TONGUE AND GROOVE
FT,
FOOT OR FEET
T.O.W.
TOP OF WALL
FTC.
FOOTING
T.O.S.
TOP OF STEEL
FURR.
FURRING
TYP.
TYPICAL
FUT.
FUTURE
U.L.
UNDERWRITERS
GYP. BD.
GYPSUM BOARD
LABORATORIES
GA.
GAUGE
U.N.O.
UNLESS NOTED OTHERWISE
H.C.
HANDICAPPED
UNF,
UNFINISHED
HGT.
HEIGHT
HOR.
HORIZONTAL
VERT.
VERTICAL
HVAC.
HEATING, VENTILATING
AND AIR CONDITIONING
W.R.
WATER RESISTANT
INS.
INSULATION
W/
WITH
INT,
INTERIOR
WD.
WOOD
WIN,
WINDOW
LAM,
LAMINATE
LTWT.
LIGHTWEIGHT
rM r
GENERAL
i!• INTERNATIONAL BUILDING w
A100
PROJECT INFORMATION
ARCHITECTURAL
A101
SPECIFICATIONS
A102
FLOOR & CEILING PLANS
A103
FIXTURE PLAN, DETAILS, & SCHEDULES
ELECTRICAL
ENERGY
E001
ELECTRICAL SPECIFICATIONS AND LEGEND
E101
POWER AND LIGHTING PLANS
MECHANICAL
C ONSTRUCTIO N
M100
MECHANICAL SPECIFICATIONS
M200
MECHANICAL PLAN
PLUMBING
MERCANTILE
P100
PLUMBING PLAN & SPECIFICATIONS
�•+r r f
ADDRESS
THE ARRABELLE AT VAIL SQUARE
675 LIONHEAD PLACE
BUILDING "D" LEVEL TWO RETAIL P214/P216
VAIL, CO 81657
OWNER
VAIL RESORTS DEVELOPMENT COMPANY
PROJECT SCOPE
THIS PROJECT CONSISTS OF INTERIOR TENANT IMPROVEMENT WORK ON ONE LEVEL OF AN EXISTING
STRUCTURE. THE WORK DOES NOT INVOLVE A CHANGE OF USE OR CHANGES TO EGRESS
LOCATIONS, EXIT SIGNAGE, OR TRAVEL DISTANCES. THE NEW SCOPE OF WORK INCLUDES
DEMOLITION AND CONSTRUCTION OF NON - LOAD - BEARING INTERIOR PARTITIONS, REWIRING AND /OR
RELOCATION OF ELECTRICAL FIXTURES, MECHANICAL DISTRIBUTION, PAINT, INTERIOR FINISHES, AND
STORE FIXTURES.
M i
BUILDING THE TOWN OF VAIL
FIRE VAIL FIRE DEPARTMENT
ARCHITECTURAL
i!• INTERNATIONAL BUILDING w
MECHANICAL
!i• INTERNATIONAL MECHANICAL COD
PLUMBING
ii• INTERNATI PLUMBING C OD E
ELECTRICAL
!!: NATIONAL ELECTRICAL COD
FUEL GAS
ii• INTERNATIONAL FUEL GAS COD
FIRE P ROTECTION
2009 INTERNATIONAL FIRE C OD E
ENERGY
2009 INTERNATIONAL ENERGY CONSERVATION CODvw
AMEN DMENTS
• OF ORDINANCE NO 18 SERIES OF !!•
BUIL DING « 4 •
1 OCCUPANTS
C ONSTRUCTIO N
•w • r
MERCANTILE (RETAIL STORE)
GROUP M
AREA CALCULATIONS
PATAGONIA
MERCANTILE
2121 SF /30 SF /OCC =
71 OCCUPANTS
STORAGE /STOCKROOM
515 SF/300 SF /OCC. =
2 OCCUPANTS
BUSINESS(OFFICE)
84 SF /100 SF /OCC. =
1 OCCUPANTS
OCCUPANT LOAD
74 OCCUPANTS
QUIKSILVER
MERCANTILE
2548SF/30 SF /OCC =
85 OCCUPANTS
STORAGE /STOCKROOM
263 SF/300 SF /OC, =
1 OCCUPANTS
BUSINESS(OFFICE)
54 SF /100 SF /OCC. =
1 OCCUPANTS
OCCUPANT LOAD
87 OCCUPANTS
PROJECT TEAM
TENANT
MECHANICAL ENGINEER
SPECIALTY SPORTS VENTURE
CHRISTOPHER MENGES ENGINEERING
JOE WALKER - REGIONAL MANAGER
JEFF BELLMAN
492 EAST LIONSHEAD CIRCLE, SUITE 101
1100 WEST LITTLETON BLVD., SUITE 400
VAIL, CO 81657
LITTLETON, CO 80120
970 - 476 -9457
720 - 283.3018
970.476 -9427 (FAX)
720 -283 -6253 (FAX)
EMAIL: iwalker@ssv.net
EMAIL: jefPmengeseng,com
ARCHITECT
ELECTRICAL ENGINEER
TODD ARCHITECTURE, LLC
KAZIN & ASSOCIATES
PAUL TODD - PRINCIPAL
BRYAN KAZIN
1521 15TH STREET
9364 TEDDY LANE, SUITE 101
DENVER, CO 80202
LONE TREE, CO 80124
303.446.0460
720. 489.1609
866. 519.3953 (FAX)
720.489.1611 (FAX)
EMAIL: poul@toddarchitecture.com
EMAIL: bryon@kazinengineer.com
of Wil
�Opy
STORAGE OFFICE OFFICE
99 SF 54 SF 84 SF
OFFICE
1 EXISTING AREA PLAN 5 SF
SECTION 03540
CIMINTITIOUS UNDERLAYMINT
PART1 GENERAL
1.01 SUMMARY
A. This is the recommended specification for Comentitious Self-Leveling Floor Topping for copping concrete floors.
1.02 SECTION INCLUDES
A. Comentifious Self-Levoling Floor Topping
B. Manufodurer Approved Primer
C. Mown Acrylic or waterbased concrete sealer.
1.03 QUALITY ASSURANCE
A. Installers Qualifications: Installation of Level-Right WearTop shall be by an applicator authorized by the Moxxon Corporation using Marmn approved
mixing and pumping equipment or approved equal,
1.04 DELIVERY, STORAGE AND HANDLING
A. General Requirements: Materials shall be delivered in their original, unopened packages, and protected from exposure to the elements, Damaged or
deteriorated materials shall be removed from the promises.
1.05 SITE CONDITIONS
A. Environmental Requirements: Before, during and after installation of Lovel-Right WoorTap, building Interior shall be enclosed and maintained at a
temperature above 50 degrees F (1 0 degrees C) and below 100 degrees F (37.7 degrees C) until structure and subfiloor temperature are stabilized.
PART 2 PRODUCTS
2.01 MATERIAL$
A. Comentitious $off-Leveling Poured Floor Topping: floor topping compound shall be Level-Right WearTop Comenfitious $off-Loveling Floor Topping as
manufactured byMoxxon Corporation, Hamel, MN. orapprovocl equal
Mix Water: Potable, free from impurities.
C. Concrete Primer: Manufacturer Approved Primer
D,Socrlor. Maxxon Acrylic or water based concrete sealer, or approved equal.
2.02 MIX DESIGNS
A. General Roquiroments: Lovel-Right WearTop mix proportions and methods shall be In strid accordance with product monufodurer recommendations.
PART 3 EXECUTION
3.01 PREPARA71ON
A. Condition and Clearing of Concrete: Concrete shall be structurally sound. Stool troweled concrete, concrete sooled wlh curing compounds, or slick or
smooth substrate surfaces must be shotblost or scadfied to a Concrete Surface Profile of 5 (CSP 5) per International Concrete Repair Institute Guideline
03732. General Contractor shall clean concrete to remove mud, oil, grouse, and other contaminating factors, before arrival of the Level-Right WoorTop crew,
S. Leak Prevention: Fill cracks and voids with a quick setting cement patching or caulking material whom leakage of Levol-Right WoorTop could Occur.
C. Priming Concrete: Prime concrete using the Manufacturer Approved Primer. Priming Instructions very according to the porosity of the concrete, multiple
coats may be necessary.
D. Expansion Joints; Allow Joints to continue through the Levol-Right WoorTop at the some width.
3.02 APPLICATION OF SELF-LEVELING FLOORING
A. Scheduling: Application of Levol-Right WearTop shall not begin until the building Is enclosed, including roof, windows, doors, and other fenestration.
S. Applirxiflom Place Level-Right WearTop 0 - I inch (O - 25 mm). Deeper applications can be done in multiple lifts or using stone per manufactures
recommendations. Spread and float. Level-Right WocuTop to a smooth surface. Except at authorized joints, place Levol-Right WearTop as continuously as
possible until application Is complete so that no Level-Right WoorTop slurry Is placed against Lovol-Right WoorTop product that has obtained Its initial sot.
Level-Right WaarTcrp Is coated with a Moxxon approved sealer such as Moxxon Acrylic or water based concrete sector approximately 2 hours offer Installation
except when an epoxy or other floor coverings will be installed.
C. Drying: General Contractor shall provide continuous ventilation and adequate heat until Levol-Right WoorTop is dry. General contractor shall provide
mechanical ventilation if necessary,
3.03 PREPARATION FOR INSTALLATION OF GLUE DOWN FLOOR GOODS
A. Floor Goods Attachment; See the brochure "Procedures for Attaching Finished Floor Goods to Moxxon Underloymonte for guidelines for installing finished
floorgoods. This procedure is not a warranty and is to be used as a guldolinarmly,
3.04 FIELD QUALITY CONTROL
A, Field Samples: At least one set of 3 molded cube samples sholl be taken from each day`s pour during the Lovei-Ifight WoorTop application, Cuba$ shall be
tested as recommended by the Momon Corporation In accordance with modified ASTM C 109. Test results shall be available to archited and/or contractor upon
request from appfioator�
3.05 PROTECTION
Protection From Heavy Loads: During construction, place temporary wood planking over Level-Right WearTop wheravor 4 will be subject to heavy wheeled or
concentrated loads.
END OF SECTION
SECTION 06073
FIRE RETARDANT TREATED WOOD
PART I GENERAL
1.1 SUMMARY
A. Section includes: Fite retardant treatment forwood, including framing, docking, sheathing and otherwood construction, not w(posod to weather.
B. Related Sedions: Section(s) related to this section include:
1. Rough Corpentty� Division 6 Rough Carpentry Section.
2. finish Corpenfry� Division 6 Finish Carpentry Section
3. Architectural Woodwork: Division 6 Architectural Woodwork Section.
1.2 REFERENCES
A. General; Standards listed by reference, Including revisions by issuing outhoffty� form a port of this specification section to extent Indicated. Standards
listed are identified by issuing authority, outhority abbreviation, designation number, title, or other designation established by issuing authority, Standards
subsequently referenced heroin are referred to by issuing authority abbreviation and standard designation. Most recent editions should be used.
S. American Society for Testing and Materials (ASTM);
1.ASTM D 5516 Standard Test Method for Evaluating the Flexural Properties of Fire Retardant Treated Softwood Plywood Exposed to Elevated Temperatures.
2,ASTM, D 5664 Standard Test Method for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Rotardant
Treated Lumber.
3.ASTM E 84 Standard Test Method forSurfoot Burning Characteristics of Building Materials.
C. National Fire Protection Association (NFPA):
1. NFPA 255 Standard Test Method for Surface Burning Characteristics of Building Materials.
D.Underwriters Laboratories, Inc, (UL):
1. UL 723 Test for Surface Burning Characteristics of Building Materials,
2. UL Building Materials Directory.
1.3 SYSTEM DESCRIPTION
A- Performance Requirements; Provide fire retardant treatment which Vill perform in accordance with manufacturer's stated performance criteria without
defects, damage or failure.
1.4 SUBMITTAL$
A. General: Submit 12' x 12 sample to ardifted for approval
S. Product Data: Submit produd data, Including manufacturoes SPECDATA@ product shoot, for specified products.
C. Quality Assurance Submittals: Submit the following:
1. Test Report: Certified lost report showing compliance with specified performance choracterisfics and physical properties, Include In lost report certification
that firs retardant solution does not contain ammonium phosphate.
a. Evaluation Report: National Evaluation Report NER-303 or IC80 ER-5755 indicating flamosprood, strength, corrosion and hygroscopic properties.
1.5 QUALITY ASSURANCE
A. Wood Treatment Plant Qualifications: Wood treatment plant experienced in performing work of this section which has specialized in the treatment of wood
similar to that required for this project and a plant licensed by Ardh Wood Protection,
1.6 DELIVERY, STORAGE & HANDLING
A. General: Comply with Division I Product Requirements Sections.
5. Storage and Protection: Store materials proteded from exposure to harmful weather conditions and at temperature conditions recommended by manufacturer.
1.7 WARRANTY
A. Project Warranty: Refer to Conditions ofthe Contract for project warranty provisions.
B. Manufacturer's Warrocfy� Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official.
Manufacturer's warranty is In addition to, and not a Ilmilotion of, other rights Owner may have underthe Contract Documents,
PART 2 PRODUCTS
2� 1 FIRE RETARDANT TREATMENT
A. Manufacturer Arch Wood Protection or approved equal.
8. Product Treatment: Fire retardant treatment for wood is produced by licensed treatment plant. Fire retardant chemical shall provide protection against
termites and fungal decoy, shall be registered for use as a wood preservative by the U.S. Environmental Protodion Agency (EPA), shall comply with formulation
FR-1 of tire current edition of AWPA Standard PI 7, and shall be free of halogens, sulfates and ammonium phosphate, Treated wood shall have a flamesproad of less
than 25 when tested in an extended 30 minute tunnol test In accordoncir with A$TM E 84, NFPA 265 or UL 721
C. Corrosion Properties: Fire retardant treated wood in contact Willi carbon steel, galvanized steel, aluminum, copper and red brass shall inchibit corrosion rates
less than I trill (0.025 mm) per year when tested in accordance with Fed, Spec MILA-19140, Paragraph 4.6.5.2.
0. Testing: Testing on fire performance, strength and corrosion properties of fire retardant treated wood shall be recognized by issuance of a Notional Evaluation
Servicos Roporf�
E. Firs Retardant Treatment: Manufacturer's solution for fire retardant treatment of wood, LumberTteatment Standard: Comply with AWPA Standard C20, current
isdil ion, and Appendix H of AWPA Use Category System.
2. Plywood Treatment Standarch Comply with AWPA Standard C27, current edition, and Appendix H of AWFA Use Category System,
2.2 PRODUCT SUBSTITUTIONS
A. Substitutions: Substitutions permitted.
2.03 RELATED WOOD MATERIALS
A. General: Refer to Division 6 Wood & Plastics Sections for related wood materials specified herein,
B. Moisture Conient� Provide firs retardant treated wood with moisture content as follows:
1. Lumber: Dred to a maximum moisture content of 19% after treatment.
2. Plywood: Dried to a maximum moisture content of 15% after treatment.
C. Lumber; Dressed lumber, S4S, unless otherwise indicated.
I� Light Framing:
0. Plywood:
Performance Rated Plywood: 3/4' thick CDX grade
PART 3 EXECUTION
3.1 MANUFACTURER'S INSTRUCTIONS
A, Compliance: Comply with manufacturer's product data, including product technical bulletins, for fire retardant treatment Installation.
3.2 APPLICATION
A. Fire Retardant Treatment: Apply a fire retardant treatment in accordance with requirements of applicable codes and manufacturer's requirements,
3.3 PROTECTION
A. Protection: Proted fire retardant treated wood from damage during construction.
END OF SECTION
SECTION 0811 1
STANDARD $TOOL FRAMES
PART I GENERAL
1.1 SUMMARY
A. Section Includes:
1. Non-rated and fire rated rolled east frames,
B. Related Sections:
1, Section 081 1 2 - Standard Stool Doors.
2. Section 08210 - Wood Doom.
3. Section 08710 - Door Hardware,
4. Section 09910 - Points and Coatings; Field pointing of frames
1.2 QUALITY ASSURANCE
A. SDI-100 - Standard Stool Doors and Frames.
13, DHI, Door Hardware Institute, The Installation of Corn mordal $feel Doors and Steel Frames, Insulated Stool Doom in Wood Frames
and Builder's Hardware.
C. Fire Rated Door, and Frame Construction: ASTM 0152.
D. Barrior-Froo: ANSI A] 17. 1.
1 .3 SUBMITTALS
A. Submit shop dro and product data to requirements of Section 01300,
S. Indicate on shop drawings, frame configuration, anchor types, and spacings, location of cutouts for hardware, reinforcement, and
finish.
C� Provide product data on standard frame construction and frame anchors,
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURER$
A. Coco Door Products,
B. Stoolcraft,
C. Fenostro
D. Amweld
E. Republic
F. Substitutions: To requirements of Division 1.
2.2 MATERIALS
A. Exterior Frames; minimum 14 gouge material, base metal thickness,
B. Interior Frames; minimum 16 gouge material, base metal thickness.
C. Bumpers: Resilient rubber.
D. Glazing Stops: Rolled steel channel shape, mitered comers; prepared for countersink style tomporproof screws.
E. Bituminous Cooling: Fibered asphalt emulsion.
F. Primer: Zinc chromate type,
2.3 FABRICATION
A. Fabricate frames as welded unit ".
0. Mullions for Double Doors: Fixed typo,
C. Fabricate frames with hardware reinforcement plates welded In place.
D. Reinforce frames wider than 48 inches with roil formed stool channels fitted tightly into frame head, flush with top,
E. Provide throe single silencers far single doors and mullions of double doors on strike side, and two single siloncers on frame hood
at double doom without mullions,
F. All labeled frames shall have the appropriate metal identification label permanently attached.
0. Provide frames NvItir a minimum of throe onchom per jamb as required for the adjoining wall construction. Masonry anchors shall be
1/8' galvanized 'T shaped with 2 x 16 log scomfing Into mosonry. Stud anchors shall be not less than 1 8 gauge stool.
2.4 FINISH
A. Exterior Units: one coat of baked on rust inhibiting primer on all surfaces plus one coat of bituminous paint on concealed surfaces.
B. Interior Units; rust Inhibiting primer baked on.
PART 3 EXECUTION
3.1 INSTALLATION
A. Instollfrumosto SDI 10D.
B. Coordinate with masonry and gypsum wallboard contractors for installation.
END OF SECTION
SECTION 081 1 2
STANDARD STEEL DOORS
PARTI GENERAL
11 SUMMARY
A. Section Includes:
1 . Non-rated and fire rated rolled steel doors and panels.
0. Related Sections:
1. Section 081 1 1 Standard Stool Frames.
2. Section 08710 Door Hardware,
3. Section 099 10 Pointing: Field pointing of doom,
1.2 QUALITY ASSURANCE
A. SDI 100 Standard Steel Doors and Frames,
B. DHI Door Hardware Institute, The Installation of Commercial Steel Doors and Stool Frames, Insulated Steel Doom in Wood Frames and Builder's Hardware,
C. Fire Rated Door, Panel, and Frame Construction: A$TM E152.
D. Handicapped: ANSI At 17.1.
1.3 SUBMITTALS
A, Submit shop drawings and product data to requirements of Sodion 01300.
B, Indicate on shop drawings, door elevations, internal reinforcement, closure method, and cut outs for glazing and louvers.
C. Provide product data on standard door and panel construction,
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS
A, Cow Door Products.
It. Forrestra
C. Steelcroft�
D, Amwold.
E, Republic,
F. Substitutions: To requirements of Division 1.
2,2 DOORS
A, Exterior Doors: SDI-100 Grade 1, Model 1.
It. Interior Doors: $DI-100 Grade 1, Model 1.
C, Door Core: Cardboard honeycomb for interior and Polyurethone foam at exterior,
D. End Closure: Channel, minimum 14 gouge, inverted.
2,3 ACCESSORIES
A. Silencers: Resilient tubber fitted into drilled hole.
0. Glazing Stops: Rolled stool channel sho^ mitered comers;
prepared for countersink style tomperprocif screws.
C. Bituminous Cooling: Fiberod asphalt emulsion.
0. Primon Zinc chromate type.
2A FABRICATION
A, Mullions for Double Doors: Fixed typo.
0, Astrogals: Moto) T shaped ostragals for double doors,
C, Fabricate doors with hardware reinforcement plates welded in place.
D, Close top edge of exterior door with inverted steel channel closure. Seal joints watertight.
2.5 FINISH
A. Primer; Baked on rust Inhibiling primer.
B, Finish: See Pointing Section 09910.
3 EXECUTION
3.1 INSTALLATION
A. Install doors to SDI 100,
B� Install accessories as indicated on drawings.
3.2 TOLERANCES
A. Maximum Diagonal Distortion After Installation: 1/16 Inch measured with straight edge, comer to comer.
END OF SECTION
SECTION 0821 0
WOOD DOORS
PARTI GENERAL
1 1 1 SUMMARY
A. Section Includes:
I � Pro-fit, pro-machined and pro-finished non-roted and firs-rated flush wood doors and related accessories.
8. Related Sections:
1, Section 06100 - Rough Carpentry
2. Section 06405 - Architectural Woodwork
3, Section 06460 - Wood Frames
4. Section 081 10 - Hollow Metal Doors and Frames
S. Section 08710 - Hardware
& Section 08010 - Glazing
7. Section 09910 - Pointing
1.2 REFERENCES
A� A'WI - Architectural Woodwork Institute, 81h Edition.
0� WDMA - Window and Door Manufacturers Association; I.S. IA-04 Industry Standard for Architectural
Wood Flush Doom
C. NFPA-80 Standards for Fire Doors.
D. Uniform Building Code; UBC 7-2 1997, Fire Test of Door Assemblies.
E. Hardwood Plywood & Veneer Association.
P. Stool Door Institute,
1.3 SUBMITTALS
A� Shop Drawings and Procad Data:
1. Submit In accordance with Section 01330.
2. Indicate general oonstrudion, jointing methods, hardware, light and louver profiles, and locations
of cut-Quts for glass and louvers,
0. Samples:
1. Submit samples ofwood veneer and factory finishing in accordance with WDMA Industry
Standard, Sedlon F-4,
C. Certification;
1. Submit certification that doors and frames complywith UBC 7-2 1997.
0. Guarani":
1. Submit copy of manufacturer's standard guarantee with submittal documentation.
1.4 QUAL17Y ASSURANCE
Buell MosterSpeciflooflon Wood Doors
08/30/00 08210 - 2
A� Fire-Rated Wood Doors: Provide wood doom which ore Identical in materials and construction to units
tested In door and frame assemblies in accordance NFPA 252 and which are labeled and listed for ratings indicated by ITS - Warnock Hersey, UL or
other testing and Inspection agency acceptable to authorities having jurisdiction,
1. Doors: Comply with UBC 7-2 1997 whore required.
2. Provide concealed Intumosconts required in compliance with UL-I OC.
0, WDMA LS� 1A-04 Industry Standard utilized for determination of performance duty levels for door, core, construction, finish, and other requirements,
C. Temporatore Rise Rafing� At stairwell enclosures, provide doors which have Temperature Rise
Rating of 250 degrees F maximum in 30 minutes of fire exposure.
1.4 PRODUCT HANDLING
A. Follow guidelines of WOMA Industry Standard, Section J-1 � Provide individual plasticwrop, and protect wood doom during transit, storage and
handling to prevent damage, soiling or deterioration,
0. Follow guidelines of AWl Section 100 -T--I I and Product Advisory, Building must be acclimated to operational humidity and temperature prior to
delivery of pro-firdshod doors and associated millwork products,
1.5 GUARANTY/WARRANTY
A. Guorontoot Provide monuladurer's goormise for all wood doors. Doors exhibiting defects in materials or workmanship including warp and
dolaminotion Within guarantee period shall be replaced (including hanging and finishing) with now doors, These terms shall be part of the
manufacturer's standard warranty.
B. Guarantee period: Lifetime of original installation,
PART 2 PRODUCTS
2,1 ACCEPTABLE MANUFACTURERS
A. Buell Door Com pony.
0, Eggers Industries.
C Algoma Hardwoods.
D� Approved substitutions
2,2 MATERIALS
A. Door Performance Duty Level: WDMA I.$. 1A-04, $odion P-1, Extra Heavy Duty.
Door Aesthetic Grade: Premium.
B. Door Construction:
1. Non-Fire Rated Doors: Thickness: 1-3/4 inches, interior flush wood, bonded, solid core conforming to WDMA I.S. IA-04, Section C thru C-14 and
the following;
a. Core: bonded particle core (PC) conforming to WDMA I.$. IA-04.
b. Door construction shall conform to WDMA I.S. IA-04 requirements.
c. Stilos� Hardwood to match face veneer over structural composite lumber (SCL), glued to core, 1-3/8 minimum after pro-fit.
d. Rails; Mill option hardwood or $CL, glued to core, 1-3/8" after pro-fit.
a, Facing: Wood veneer as specified.
Buell Master Specification Wood Doors
2, Fire Rated Doors: Thickness: 1-3/4 Indies, Intoriorflush wood, bonded, solid core conforming to WDMA LS, IA-04, Section C-I thru C-14 and the
following,
a. Coro: bonded mineral core (FD) conforming to WOMA 14. IA-04.
b. Door construction shall conform to WDMA L$. IA-04 requirements.
c, Stilos� Hardwood to match face veneer over mineral composite, glued to core.
d, Top & bottom rails: Mineral composite as required by manufacturer's fire door authorities.
o, Facing: Wood veneer as specified,
C. Wood Veneer
1. Door face veneers shall moot HPVA 'A� grade quality standards conforming to WDMA I.S. 1A-04 for transparent or semi-tronsparont finish. Minimum
face veneer thickness shall be 1/50' at 12% moisture content after finish sanding,
2. Species: Red Oak� (specify)
1 Face Cut: Plain Sliced / Rotary / Rift Cut / Quarter Sliced / Flat Cut, (specify)
4. Face Assembly: Book Match / $4p Match / Random Match, (specify)
5. Face Symmetry: Running Match / Balanced Match / Center Balanced Match. (specify)
D. Adhesives
1. Adhosivesi Face I* core adhesives shall be Type I as classified by WOMA TM-6 'Adhesive Bond Test Method.'
E� Core
1. Non-roted and 20 minute doom: ANSI C208.1-99 LD-2 Solid particleboard.
2. Fire-roted doors: Non-combustible mineral core,
2.3 FACTORY FINISHING
1, Comply with referenced WDMA Section G-15, 'Factory Finishinii.l.
2. Pre-finish wood doors at manufacturer's factory.
3, Finish System; Match finish indicated In WDMA $action F-3, WOMA System #6.
4. Finish to match Ardiftod's sample for color and sheen.
2.4 ACCESSORIES
A� Vision Frames:
1. Non-roted doors: Wood frames, lip-mold style, hardwood to match facing, pro-finished to match door.
2. 20 minute fire rated doom Manufacturees tested metal clip with wood stops, lip-mold style, hardwood to match facing, pro-firishad to match door.
3. Firs-rated doors: IT$ - Warnock Hersey or LIL approved glazing system, primed for finish point.
4. Gloss: Rolorto Section 08810 for glass types,
11, LouvorAssemblios:
1. Non-rated doom: Flush wood frames, Inverted chevron, hardwood to match facing, pro-finished to match door.
2. Fire-rated doom: Monufacturer's listed toted metal louver assembly, primed for finish point.
C. Astrogals:
1. Non-rated doom: Surface wood, hardwood to match facing, pre-finished to match door.
2. Fire-roted doors: Manufaclurer's listed pre-machined formed edge and astragol system, primed forlinish point.
Buell MosterSpeciflootion Wood Doors
2.5 FABRICATION
A. Fabricate wood doors in accordance with requirements of WDMA LS. IA-04 Industry Standard,
S. Fabricate firs rated doors in accordance, with requirements of IT$ - Warnock Hersey or Underwriiers�Lciboratiotirnr, with metal label on each door
including UL-10C.
C. Fabricate mineral core doors with WDMA Industry Standards minimum hardware blocking options as follows:
1. Provide H11-1 (head roil) and HB-4 (lock block) on all doom.
2. Substitute HB-6 (mid roil) when exit devices are specified for door.
3, Substitute HS-5 (stilo) for pivots or when flush bolts are specified for door.
0. Provide doom with minimum 1 /4 Inch thick edge strips, of wood species to match face veneers except
as required for fire rating.
E. Make cot-outs and provide stops for glass and louvers, Install wood door louvers. Seal cut-ouls prior to Installation of moldings,
1. For full light doors: Provide cut-out front flush wood door, with vertical grain direction.
F. Bevel lock and hinge edges of single acting doors 3 degrees or 1/8 inch in 2 Inches, Roctiosstriko edge of double acting swing doors as required by
pivot hinge manufacturer,
0. Prepare doors to receive hardware. Refer to Section 08710 - Hardware and NFPA 80 for hardware requirements including UL-10C.
1. Profit and bovell to not opening size loss approximatoly 1/4 inch In width on single swing doors
3/16 inch In width for paired doors, Provide 5/8 Inch domance above bottom of frame, unless otherwise Indicated by sill condition drawings. Provide
1/8 inch clearance at top of door.
2, Slightly ease vertical edges.
H. Fire Rated Fair of Doors, greater than 20 minute: Supply overtopping astragals, metal edge sets or concealed inturnescent material as required by
NF?A 80 1999 or by door morrulacturat's fire door authorities. If an ostragol Is required, to comply with fire rated labeling requirements for pairs of
fire rated doom, provide door manufacturor's standard tested astragol assembly.
PART 3 EXECUTION
3,1 EXAMINATION
A. Examine installed door frames before hanging doom,
0. Verify that frames comply with indicated requirements for type, size, location, and swing characterisfics and have been Installed In accordance with
$01-105 and SDI-122.
C. Proceed with installation only after unsatisfactory conditions have been corrected.
D. Installation of improper product constitutes full acceptance and responsibility for material and conditions,
12 INSTALLATION
A. Handle and store doom In accordance with recommendations of WDMA LS. 1A-04, $odion J-1.
0, Condition doors to average temperature and humidity in area of installation for not less than 48 hours prior to installation,
C. Install In neat and workmanlike manner, free from hammer or tool marks, open joints or slivers, set plumb, level, square and true,
D. Retain manufacturer's packaging to place over installed doors after final cleaning.
6, Adjust pro-finisbod doors and hardware and other moving or operafirrig parts to function smoothly and correctly in accordance with $DI.I 22,
F. Ensure that &make gaskets ore in place before pre-finishod door Installation.
0, Remove and replace oil doors found to be warped, twisted, bowed, or otherwise damaged beyond manufacturer's specified allowances and
tolerances. Do not Install doom which cannot be property fitted to frames.
3.3 CLEANING AND PROTECTION
A. Clean prefirilshad doors In accordance with AWI, Appendix, page A-637.
B. Place manuffacturer's packaging over Installed doom offer final dooming; remove after Archited's Instructions.
C� At door finished doom, do not partially cover door surfaces with paper, cardboard, or any other opaque covering that will create uneven aging of
wood veneer,
0. Protect doom as directed under Soction 01 700.
E, Refinish or replace finished doors damaged during Installation.
END OF SECTION
SECTION 0871 0
DOOR HARDWARE
General Note: All locks (without exception) to be 'best' type with interchangeable cores and seven (7) pin turnblers. The contractor will provide and supply
all locks with construction cores, master construction key and control key for oil construction cores, and submit a lock schedule with lock type and finish.
PART I GENERAL
1.1 SUMMARY
A. Section Includes:
1. Hardware for wood and hollow metal doom.
0. Related Sections:
1. Section 06200 - Finish Carpentry
2. Section 0811 0 - Steel Doors and Frames.
3, Sedion 08210 - Wood Doors,
1.2 COORDINATION
A, Coordinate work of this soction with other directly offected sections involving manufacturerof and Internal reinforcement for door hardware.
0, Supply templates to manufacturers of components affected by hardware,
1.3 QUALITY ASSURANCE
A. AHC - Association of Hardware Consultants,
0, Hardware Supplier: Company specializing In supplying
commercial door hardware with minimum 5 years documented experience.
C. Hardware Supplier Personnel: Employ an AHC (Ardii1ecturof Hardware Consultant) to supervise the work of this section.
1.4 REGULATORY REQUIREMENTS
A. Conform to UL requirements for fire rated doors, frames, and hardware.
S. Notify Architect If any specified hardware item is In conflid with any applicable code provision,
1.5 SUBMITTALS
A, Submit shop drawings and product data to requirements of Section 01 300.
B, Indicate on shop drawings, locations and mounting heights of each type of hardware, and accessories,
C. Supply templates to door and frame manufacturers to enable accurate sizes, locations of cut outs, and reinforcement for hardware.
0. Provide product data on specified hardware.
1,6 EXTRA STOCK AND SPARE PARTS
A. Provide one extro key lock cylinder for each master keyed group.
1 .7 MAINTENANCE MATERIALS
A, Provide special wrenches and tools applicable to each different or special hardware component.
8, Provide maintenance tools and accessories supplied by hardware component manufacturer.
PART 2 PRODUCTS
2,1 ACCEPTABLE MANUFACTURERS
A, See door and hardware sclWolo on drawings for acceptable suppliers.
0, Substitutions: Only if approved in writing by archited,
3 EXECUTION
3,1 EXAMINATION
A� Vo* that door and frame components are ready to receive work and dimensions are as Indicated on shop drawings.
0, Verify that proper power supply Is available to power operated devices.
C. Beginning of Installation means acceptance of site conditions.
3.2 INSTALLATION
A, Install hardware to manufacturer's Instructions and requirements of AN$I/DHI,
0� Use the templates provided by hardware item manufacturer.
C. Maintain heights from finished floorto center line of hardware item per AN$[/DHI and ADA standards.
3.3 SCHEDULE
A. $so drawings for hardware schedule
END OF SECTION
SECTION 0911 0
METAL STUD FRAMING
PARTI GENERAL
1.1 SUMMARY
A. Section Includes:
1. Formed metal stud from Ing at Interior locations.
2, Framing accessories.
8� Related Sections:
1. $action 061 10 - Wood Framing: Rough wood blocking within stud framing,
2. Section 06200 - Finish Carpentry,
3. Section 09260 - Gypsum Board Assemblies
C, Reference: All metal stud construction shall comply with the "Specifications forthe Design of Cold Formed Stool Structural Members 'American Iron and
Stool lnstitute,AISI Current Edition
I �2 SYSTEM DESCRIPTION
A. Metal stud framing for Interior walls, with acoustic insulation specified in Section 07213 and gypsum board specified in Section 09260.
1.3 QUALITY ASSURANCE
A. Perform Work to ASTM C840.
PART 2 PRODUCTS
ACCEPTABLE MANUFACTURERS
A. U� S. Gypsum Company.
S. Notional Gypsum Company.
C� Dole Industries,
D, Substitutions: To requirements of Division 1.
STUD FRAMING MATERIALS
A� Studs: ASTM C645, elodro-golvanized, non-load bearing
rolled stool, channel shaped, punched for utility access, as follows;
1. Width: as noted on drawings
2� Thickness: 20 gauge minimum
0, Runners: Of same material and finish as studs, beryl log retainerto receive studs.
C, Furring and Bracing Members: Of same material and finish as studs, thickness to suit purpose.
D. Fasteners: Self drilling, sell ioppin9 screws of length not less than thickness of finish material plus inch.
E, Anchorage Devices for concrete: Powder driven.
F, Primer. Zinc oxide touch-up for galvanized surfaces.
PART 3 EXECUTION
3.1 ERECTION
A. Align and socure top and bottom runners at 24 inches O.C.
0. Fit runners under and above openings; secure intermediate studs at spacing of wall studs.
C. Install studs vertically at 1 6 inches o,c unless otherwise noted on drawings. Align stud web openings,
M Secure studs to frocks, Brace stud framing system and make rigid.
E. Stud splicing is permissible by overtopping with flanges in opposite directions to form a box section with overlap length a minimum of 1/15 of wall
height. Whets wall height exceeds 1 6', wall shall be braced with diagonal studs at a maximum spacing of B'O.C. from top 1/3 point of wall to roof
structure,
F. Construct comers using minimum three studs. Double stud at wall opening, door and window lambs, not more than 2 inches each side of openings.
G. Coordinate erection of studs with requirements of door and window frame supports and attachments.
H, Coordinate installation of bucks, anchors, and blocking with electrical and mechanical work to be placed in or behind stud framing.
1. Blocking and Reinforcement: Secure to studs, Install for support of plumbing fixtures, toilet partitions, wall cabinets, toilet accessories, hardware, etc.
J. Refer to Drawings for location of partitions extrinding to coiling only, and partitions extending through coiling to structure above, Maintain clearance under
structural building members to ovoid deflection transfer to studs. Provide extended leg ceiling runners.
K. Coordinate placement of acoustic insulation In multiple stud spaces mods Inaccessible after stud framing erection,
END OF SECTION
SECTION 09260
GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1A SUMMARY
A, Section Includes:
1, Metal channel coiling framing
2. Gypsum board.
B. Related Sections:
1. Section 091 10 Metal Stud Framing.
2. Section 061 10 Rough Carpentry
3. Section 081 1 1 Standard Steel Frames.
4. Section 09910 Points and Coatings.
1,2 REGULATORY REQUIREMENTS
A, Conform to applicable code for fire rated assemblies.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS-FRAMING MATERIALS
A. U.S. Gypsum Company,
B. Notional Gypsum Company,
C. Georgia Pacific,
D. Domtor Gypsum.
E. Substitutions: To requirements of Division 1.
2,2 ACCEPTABLE MANUFACTURER$ - GYPSUM BOARD
A. U,S, Gypsum Company,
8, National Gypsum Company.
C. Georgia Pacific.
D. Domfor Gypsum,
E, Substifutionst To requirements of Division 1,
2.3 FRAMING MATERIALS
A, Furring, Framing, and Accessories: A$TM C645, galvanized steel.
0, Fasteners: Hardened steel.
C� Adhesive: ASTM C557.
2.4 GYPSUM BOARD MATERIALS
A, Standard Gypsum Board: A$TM C36, of thickness as noted on drawings, tapered edges.
S. Fire Rated Gypsum Board: A$TM C36 for type X, of thickness as noted on drawings, tapered edges,
C, Moisture Resistant Gypsum Board: ASTM C630, of thickness as noted on drawings, with tapered edges,
2.5 ACCESSORIES
A. Acoustical Insulation: as specified in Section 0721 5�
0, Acoustical Sealant: Non-hardening, non-skinning, for use In conjunction with gypsum board.
C. Comer Beadst Metal.
D. Edge Trim: Galvanized stool.
E, Joint Materials: A$TM C475, reinforcing tape, joint compound, adhesive, water, fasteners.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that site conditions ore ready to receive work,
B. Beginning of Installation means acceptance of site conditions.
12 CEILING FRAMING INSTALLATION
A. Install to AS7M C754, and manufacturer's instructions.
B. Install coiling framing Independent of walls, columns, and above coiling work
C. Laterally brace entire suspension system.
13 ACOUSTICAL ACCESSORIES INSTALLATION
A. Install resilient channels at maximum 24 inches o.c.
B. Place acoustical insulation per Section 07215.
C, Install acoustical sealant within partitions to manufacturer's instructions.
3.4 GYPSUM BOARD INSTALLATION
k Install gypsum board to GA 201, 216, and 600.
0, Use screws when fastening gypsum board to furring orfroming,
C. Erect gypsum soffit board perpendicular to supports.
D. Place comer beads at external comers, Place edge trim where gypsum board abuts dissimilar materials.
15 JOINT TREATMENT
A. Tape, fill, and sand exposed joints, edges, and comers to produce smooth surface ready to receive finishes.
END OF SECTION
SECTION 09400
RESILIENT FLOORING
The General Provisions of the contract, including General Conditions, Supplementary Conditions and Division 1, General Requirements, apply to the work specified
In this section,
PART I GENERAL
A� The extent of resilient flooring Is shown on the drawings and finish schedule.
0. Items included but not limited to the following;
Resilient shoat flooring
Resilient floor file
Resilient base and beveled edge strips
Adhesive
PART 2 MATERIALS
A� Samples - Samples of materials to be used shall be the full range of colors and patterns available of the product and submitted to the Archited for color and
pattern selection.
B. Resilient Wallbaso - Vinyl cove base shall be used where concrete flooring buffs vertical surfaces. Bass shall be 4" in height or as noted In the drawings,
minimum I/$ 1 gauge. Vinyl cove base color to be solocted by Architect,
C, Transition Edge Strips - Edging strips as required shall be l"wido, boyeled edging and shall be 3/32'thIck.
D. Adhesives - Application material for resilient sheet flooring, vinyl wall bass and edge strips shall be those recommended by the Manufacturer of the specific
material forthe surface to which It is to be applied.
E. Undedaymonts - Mastic unclorloyment, such as Armstrong'5-180 Latex Unclodaymant" may be used for leveling and smoothing joints. Such mostic underlayments
to be manufodured and approved for use on suspended, on grade, and below-gracto subfloors,
PART 3 EXECUTION
A, General:
1, Instollartion of all materials as specified underthis section shall be as perflooring manufacturer's recommendations,
2. This subcontractor Is responsible for surface preparation as required priorto installation of flooring, including vacuum clouning, to prepare surface. Substrate
shall be thoroughly dry, dean and free of oil, grease, point, varnish, etc., priorto Installation of resilient flooring surface,
3. A temperature of 65* F. should be provided for 8 hours before, during, and for48 hours after Installation. A minimum temperature of 55* F must be
maintained thereafter,
4. Flooring and base shall be extended into oil closets, recesses and alcoves,
where they are adjacent to resilient floors, as well as Into all door reveal$,
5 All edge and ends shall be accurately and neatly cut to fit against other work and any holes for pipes and other installations which plerce floors shall be cut
it�crtly and ' closerly fitted. No broken, cracked or chipped material will be accepted.
8, Underlaymont:
1. Where Installation occurs over previously installed plywood subfloor, sand
smooth and use latex undedoymont to level and smooth floors on oil grade
lovols�
2. Where installation occurs over precast or poured-in-place concrete, use latex unclorloyment to level and smooth concrete floors on oil grade levels. Dusty and
porous concrete floors should be primed with a primer before installing tile. for other types of resilient floors: dusty, porous floors should be primed with adhesive
to be used (smooth trowel), Floor surface must be leveled to within 1/8" in I 0 feet in any direction.
END OF SECTION
SECTION 09770
SPECIAL WALL SURFACING
(Fiberglass Reinforced Plastic Panels)
PART I GENERAL
1. I SUMMARY
Section Includes; Special wall surfaces, including fiberglass reinforced plastic wall and ceiling panels.
General: Standards listed by reference, including revisions by issuing authority, form a part of this specification section to extent indicated, Standards listed
are identified by issuing authority, authority abbreviation, designation number, this or other designation established by issuing authority. Standards
subsequently referenced herein are referred to by Issuing authority abbreviation and standard designation.
ASTM D2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Moons of a Borcol Improssor.
ASTM D5319 Standard Specification for Gloss-Fiber Reinforced Polyester Wall and Ceiling Panels,
ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials,
1.2 SYSTEM DESCRIPTION
Performance Requirements: Provide fiberglass reinforced plastic (FRP) panels which have been manufactured and installed to maintain performance criteria
stated by manufacturer without defects, damage orfaikint.
1.3 SUBMITTALS
General: Submit listed submittals in accordance with Conditions of the Contract and Division 01 Submittal Procedures Section.
Product Data: Submit product data, including manufacturer's SPEC-DATA(& produd shoot, for specified products.
Shop Drawings; Submit shop drawings showing layout, profiles and product components, including anchorage, accessories, finish colors, patterns and
textures. Indicate location and dimension of joints and fastener attachments,
Samples: Submit selection and verification samples for finishes, colors and textures.
Submit 3 Inch x 3 inch samples of each surface and color required,
Submit 3 Inch samples of each trim profile and trim rotor required,
1.4 QUALITY ASSURANCE
Qualifications:
Installer Qualifioations: Installor should be experienced in performing work of this section and should hove specialized In installation of work similarto
that required forthis project.
1.5 DELIVERY, STORAGE & HANDLING
General: Comply with Division 01 Proclud Requirements Section.
Orclrnirg� Comply with manuhaduter's ordering Instructions and lead time requirements to avoid construction delays,
Delivery: Deliver materials In manufacturees original, unopened, undamaged containers with identification labels intact. Package sheets on skids or pallets
for shipment to projed site.
Storage and Protection: Store materials protected from exposure to harmful weather conditions and at temperature and humidity conditions recommended by
manufacturer.
$tore products indoors and proted from moisture, construction traffic and damage,
Store panels flat on dean, dry surface Do not stand on edge or stock on fresh concrete or other surfaces that emit moisium,
Store panels at least 24 hours with temperature and humidity conditions opprox4rating the average environment of the finished room.
Handling: Remove foreign matter from face of panel by use of a soft bristle brush, avoiding abrasive action.
1,6 PROJECT CONDITIONS
Environmental Requirements:
Installation shall not begin until building is enclosed, permanent hooting and cooling equipment is in operation and residual moisture from plaster,
concrete orterrarro, work has dissipated.
During Installation and for not less than 48 hours before, maintain on ambient temperature and relative humidity within limits required by type of adhesive
used and recommendation of adhesive manufacturer,
Provide ventilation to disperse fumes during application of adhesive as recommended by adhesive manufacturer.
Field Measurements: Verify actual measurements/oponings by field measurements before fabrication, show recorded measurements on shop drawings.
Coordinate field measurements and fabrication schedule with construction progress to avoid construction delays.
1.7WARRANTY
Projed Warranty, Refer to Conditions of the Contract for project warranty provisions,
Monufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official.
Manufacturer's warranty is In addition to, and not a limitation of, other rights Owner may have under Contract Documents,
1.8 MAINTENANCE
Extra Materials: Deliver to Owner extra materials from some production run as products Installed. Package products with protective covering and Identify with
descriptive labels, Comply with Division 01 Closeout Submittals (Maintenance Materials) Section.
PART 2 PRODUCTS
2.1 ACCEPTABLE MANUFACTERS
A. Crone Composites, Inc. or approved equal
Color. 11 14 almond
Size:
Wall Panel Width; 48 inches (1.2 m).
Wall Panel Length: Provide full-kingth panels unless substrata dimensions exceed available fobricated size,
Moldings: Provide harmonizing PVC (polyvinyl chlorichr) moldings in 11 14 almond
Rivsh: Nonstaining nylon drive rivals; match panel colom and length to suit project conditions.
2.2 ACCESSORY MATERIALS
Adhesive: Structural construction adhesive as recommended by adhesive manufacturer.
Sealant: Clear silicone sealant as recommended by sealant manufacturer.
PART 3 EXECUTION
3.1 MANUFACTURER'S INSTRUCTIONS
Compliance: Comply with manufacturer's product data, Including product technical bulletins, product catalog Installation instructions and product carton
instructions for installation.
EXAMINATION
Sits Verification of Conditions: Verify that substrate conditions, which have been previously installed under other sections, ore acceptable for product
installation in accordance with monvioduror's instructions.
Examine bock-up surfaces to determine that comers are plumb and straight, surfaces are smooth, uniform, dean and free from foreign matter, nails are
countersunk, and Joints and cracks are filled flush and smooth with the adjoining surface.
Examine substrates to receive panels to ensure that surfaces are smooth, dry, true and free of dirt and dust.
Do not begin installation unlit back-up surfaces ore in a Satisfactory condition.
3.2 PREPARATION
Surface Preparation: Clean and dry substrate
13 INSTALLATION
Fiberglass Reinforced Panel (FRP) Installation:
Cut and dill panels with carbide tipped saw bloclois or dill bits, or cut with snips,
Install panels with manufacturer's recommended gap for panel field and comer joints.
Predrill fastener holes In panels with 1/8 inch (3.2 mm) oversize.
For trowel type and application of adhesive, follow adhesive manufacturoes recommendations.
Using products acceptable to panel manufacturer, install FRP system In accordance with panel manufacturer's printed instructions. Comply with panel
manufacturer's Installation Guide #2503,
3.4 CLEANING
Cleaning: Remove temperer/ coverings and protection of adjacent work areas. Repair or replace damaged installed products. Clean Installed products in
accordance with manufacturer's instructions prior to Owner's crocriptonco, Remove construction debris from project site and legally dispose of debris.
Remove any adhesive or excessive sealant from panel face using solvent or cleaner recommended by panel manufaduror.
Remove scraps and debris from the site, and leave in a neat and dean condition,
Protection: Protect installed product and finished surfaces from damage during construction.
END OF SECTION
SECTION 09910
PAINTS AND COATINGS
PART1 GENERAL
1. I SUMMARY
A. Section Includes:
1. Surface preparation,
2. Surface finish schedule at end of section.
1�2 ENVIRONMENTAL REQUIREMENTS
A. Provide continuous ventilation and hooting facilities to maintain surface and ambient temperatures above 45 degrees F for 24 hours before, during and 48
hours after application of finishes.
2 PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS:
A. Benjamin Moore and Co. (BM) as specified on decor plan.
B. Other Manufactures if specifically identified on Decor Plan.
2,2 MATERIALS
A. Compatibility: Provide primers, finish coot materials, and related materials that ore compatible with one another and the substrates Indicalod vndor
conditions of service and applications demonstrated by the manufacturer based on testing and field experience,
B. Points: Ready mixed except field oolulyzed coatings; good flow and brushing properties; capable of drying or curing free of strooks or sags.
C. Point Accessory Materials: Linseed oil, shellac, turpentine, and other matorials, of commercial quality.
D. Gypsum Drywall Primer. While, interior, latex-based primer,
I � SM: Moore's Latex Quick-Dry Prime Seal #201
2. PPG: 6-2 Quick-Dry Latex Primer Sealer
3. P&L: Latex Wall Primer Z30001
4. SW: ProMar 200 Latex Primer Sealer.
E, Ferrous Metal Primers: Synthetic, quick-drying, rust- inhibiting primers.
1. SM: lronClod Rotordoltust-Inhibilive Point #1 63
2. PPG: 6-208 Red Inhibitive MetalFrimer.
3. P&L� Effodo Rust-Inhibiting Primer.
4, SW: Kom Kromik Metal Primer BSON2/85OW1.
F. Galvanized Metal Primers;
1. SM: IronClod Galvanized Metal Latex Primer #1 55.
2. PPG: 6.215 / 216 Spoodhitio Galvanized Stool Primer.
3. P&L: P&L Interior Trim Primer.
4. SW� Golvite BSOW3.
C. Interior Enamel Undercoat:
1. SM: Mears's AJkyd Enamel Under body #217.
2, PPG: 6-6 Speed hide Quick-Dry Enamel Undercooter.
3. P&L: IntorlorTrim Primer.
4. SW: ProMor 200 Alkyd Semi-Gloss Enamel 034W200.
H. Interior Flat Alkycl Point:
1. As specified on Decor sheets.
1. Interior $emi-Oloss Alkyd Enamel:
1. As specified on Decor sheets,
J. Interior Gloss Adkyd Enamel:
1 � As specified on Decor sheets
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that surfaces ore ready to receive work as instructed by the product manufacturer for the various typer of finishes specified.
B. Minimum Application Tomporatures. for Latex Points:
Interiors - 45 degrees F, Extorter 50 degrees F.
C. Minimum Application Temperature for Varnish and transparent Finishes: 65 degrees R
0. Measure moisture content of surfaces using an electronic moisture motor, Do not apply finishes unless moisture content of surfaces ate below the
recommended maximum.
E. Beginning of installation means acceptance of site conditions.
3.2 PREPARATION
A. Correct minor defects and deficiencies in surfaces which affect work of this section.
3.3 APPLICATION
A, Apply products to manufacturer's Instructions.
B. Point all exposed to view surfaces,
C. Sand lightly between coats to achieve required finish.
D. Do not apply finishes to surfaces that ore not dry.
E. Whore door finishes are required, tint filters to match
wood, Work fillers into the grain before set. Wipe excess from surface.
F. Back prime exterior wood work with exterior primer point.
G, Back prime interior wood work with primer sector point.
3.4 MECHANICAL AND ELECTRICAL EQUIPMENT
A, Remove finished louvers, grilles, covers, and access panels on mechanical and electrical components from location and point separately. Finish point primed
equipment to to match adjacent work.
B, Prime and point Insulated and exposed pipes, conduit, boxes, Insulated and exposed ducts, hangers, brackets, collars and supports, to match adjacent work
except whore Items are prefinishod.
C. Point Interior surfaces of air duds, convector and
baseboard hooting cabinets that are visible through grilles and louvers with one coat of flat block point, to limit of sight line. Point dampers, except fire-rated,
exposed behind louvers, grilles, convector and baseboard cabinets to match face panels.
D. Point exposed conduit and electrical equipment occurring in finished areas, Color and texture to match adjacent surfaces.
E. Point both sides and edges of plywood buckboards for
electrical equipment before Installing equipment,
3.5 PROTEC71ON
A. Protect other surfaces from point or damage. Repair damage,
16 CLEANING
A, As work proceeds, promptly remove point whore spilled, splashed, or spattered,
3.7 SCHEDULE - INTERIOR SURFACES
A. Wood - Pointed;
1. One coot, alkyd primersealer.
2. Two coatir, alkyd enamel, with sheen as Indicated on decor schedule.
B. Wood - Transparent:
1. Filler coat for open grained wood only.
2. One coat stain,
3. One coot, sealer.
4. One coat varnish, gloss,
5. One coat varalsh, satin.
C. Stool - Unprimod!
1. One coat, zinc chromate primer.
2. Two coats, alkyd enamel, gloss.
D. Stool - Primed:
1. Touch-up with zinc chromate primer.
2. Two coats, alkyd enamel, gloss.
E. Steel Galvanized:
1. One coot, zinc chromate primer.
2. Two coats, alkyd enamel, gloss,
F. Concrete Floors.
1. One coat, concrete sealer applied per manufacturees directions,
G. Plaster, Gypsum Board:
1. One coat, alkyd primer sealer.
2. Two coots, alkyd enamel, with sheen as noted on decor schedule.
END OF SECTION
No
General Notes:
Install and maintain per manufacturer and Industry standards, using manufacturer recommended materials.
FC-2
ManufacturerMaterials Marketing
Representative:
303-777-6007
Material:
Stone Tile
Color
FQ $able
Size:
4 x 4'
Thickness:
V4
Fire rating:
Non-oombustible
Area:
Sales Floor
Note:
Install and maintain per manufacturer's recommendations
U L-Tv =__
0-1
Manufactureuviatritiols Marketing
Material:
Stone7fle
Color;
FQ Sable
Size:
6' x 12'
Thickness:
�A.
Fire rating;
Non-combustible
Area:
Sales Floor
Note:
Install and maintain per manufacturer's recommendations
B-2
Vinyl
Material;
Wood
Spades:
Match Existing
Cut:
Rift
Size:
4�
Thickness;
%�
Area:
Fitting Rooms
Finish;
Stain and Seal
B-3
ManufacturcrRoppis
Material;
Vinyl
Style:
Standard Too
Color:
Black Brown 193
Size:
4�
Thlcknrms�
1/8�
Fire rating;
Non-oombustible
Area:
Office & Backstock
Note;
Install and maintain par manufacturer's recommendations
PAINT
General Notes:
Walls:
Eggshell latex
Doors & trim:
Semi-gloss latex
Coiling;
Flat latex
Installation:
Gypsum board to receive latex point to be primed with one coot of vinyl plastic sealer priorto receiving two coots of point.
PT-1
ManufacturotICI Points
Representative;
440-297-8000
Number:
779
Color
Stowe White
Fire rating:
Some as substrate to which paint is applied
Area:
Walls
Note:
Install and maintain per monufacturoes recommendations
PT-2
ManufodurotICI Points
Representative:
440-297-8000
Number:
40YY 41/152
Color:
Montano Ton
Fire rating:
Some as substrata to which print is applied
Area:
Feature Wall
Note:
Install and maintain per manufacturses recommendations
PT-3
McmufocturerlCl Points
Representative!
440-297-8000
Number;
50GY 83/01 0
Color:
White Wing
Fire rating;
Some as substrate to which point Is applied
Arco:
Coiling
Note:
Install and maintain per manufacturer's recommendations
PT-4
ManufacturedCl Points
Representative:
440-297-8000
Nome;
Woodprido
Color:
Waterbome Clear Sotin Varnish
fire rating:
Class A (0-25) on non-combustible surfaces
Area:
F.R.T. plywood panels and doors
Notei
Install and maintain per manufacturer's recommendations
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S.T:,ACCE$Sl 518" TYPE X GYP, BD. EACH SIDE OF 20
STRUCTURAL DECK:
ESTIBULE I
GAUGE 3 5/8" META STUDS @ 16" O.C. FITTING ROC IA'
T' � I N'� FLAN
-F
REFLECTED CEILING PLAN 0
3/1'6 BAC STOCK
5
m
O C-
EXISTING DISPLAY
WALLS TO REMAIN
( C. 9
)-
EXISTING WALL TO REMAIN
REMOVE EXISTING WALLS
SHOWN DASHED
ALIGN
EXISTING PIPES
C
m
REMOVE EXISTING COXC, FILL SHOWN HATCHED.
DO NOT DAMAGE ST URAL S B. REPLACEL
WITH FC-2 STONE TIL TO TCH E I TINE
CS
RELOCATE EXISTINGt(OP SIN
PROVIDE FRP I N WALLS
WALL UP TO BOITOM O F EXISTIN
RAIDECK-
Ad/
71 X GYP. BD. EkCH SIDE OF 20
A605 8" METAL �TUDS C 16" O.C,
REUaE IS, 00 & FRAME
4-1
C�D
OFFICE
3 q& 6
0 1
EXISTING FIRE RISER TO REMAIN.
MAINTAIN MIN, CLEARANCES
REQ'D, BY VAIL FIRE DEPT,
I
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Specialty Sports Venture
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LAYER OF 5/8" GYPSUM
CARD FINISH, RE:ARC H
METAL STUDS
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Load Specification for IsoL4ax Clips
PC V771 W • i . fia i f i f f# a fiw i f •
f• - f i • 1 i ! f i i i • a
Installation of IsoMax Sound Isolation Clips - Walls and Ceiln s
(W only # of gypsum wallboard sheets at ' bottom of the w s h a ll be installed with the long
. timension support on continuous i s • strip Kinetics Mode
(Ceilin only i w • s should be within 12 inches of • perimeter a end of i ch
nel
* (Ceilings only) The first row of channel at the ceiling perimeter should be a maximum " from the wall.
• Furring channels are installed perpendicular to the framing members.
General Information
All potential sound - gaps around outlets ii or iii pipe penetrations an d the like should I s ea l ed w non ac oustic a l se a l an t i p utty.
N ote: •° -. f Ba ckers.
i t •
Certificati i i Kinetics Noise f • by i i
Links t o Listings will be displayed
ARRA
1 L
C O NC # +
�4 !
V
#' •# V V i 1 ii
AIR SPACE
OCCUPIED SPACE
• f 4 +
r #
3 1/2" r -11 OR
r -13 FIBERGLASS
: # +•i w M
# •� W i; + Y
� A FLOOR CEILING ASSEMBLY
) STC .r IIC .62
QUICKSILVER & PATAGONIA SPACE
* l
DOOR SCHEDULE
MARK TYPE WIDTH I HEIGHT THICKNESS MATERIAL FINISH FRAME TYPE HARWARE COMMENTS
1
FLUSH
0
7'. 0"
QUICKSILVER / PATAGONIA
MATCH EXISTING
MATCH EXISTING
M
Z F
ENTRY
A INTE PA RTITION (TYPE B2) B DEMISING PARTITION
SINGL STUD WALL BALANCED (STC -48 SINGLE STUD WALL BALANCED (STC - 55)
4
PANEL
3 1 - 0 11
0
1 3/4"
EXISTING
MATCH EXISTING
WOOD
p
REUSE EXISTING DOOR & FRAME
1. DRYWALL PARTITIONS SHALL BE 2, AT MULTIPLE LAYER GYPSUM BOARD 3. ALL JOINTS AT FOOT, HEAD AND
CONSTRUCTED IN ACCORDANCE WITH WALLS — STAGGER JOINTS, ANY GAPS PERIMETER OF WALLS SHALL BE
d
3' - 0"
7' - 0"
p
EXISTING
ASTM E497 — STANDARD PRACTICE IN EXCESS OF 1/16" SHALL BE SEALED AIRTIGHT WITH NON —
x
a
REUSE EXISTING DOOR & FRAME
CONCRETE
FOR INSTALLING SOUND ISOLATING FILLED WITH DRY WALL MUD, TAPE HARDENING ACOUSTICAL SEALANT.
PAINT /FRP
EXPOSED
[j
z 0
QUIKSILVER
GYPSUM BOARD PARTITIONS, AND AND FINISH FINAL LAYER. GYPSUM BOARD SHALL BE HELD BACK
ASTM C919 — STANDARD PRACTICE 1/8" TO 3/16" FROM THE FLOOR,
o
I>
EXISTING /GYP, BD. /PAINT
Z
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VESTIBULE
FOR USE OF SEALANTS IN CEILING, OR ADJACENT SURFACE AND
CONCRETE
°n
EXISTING /GYP, BD. /PAINT
PAINT
ACOUSTICAL APPLICATIONS. THEN CAULKED WITH ACOUSTICAL
s
8
CONCRETE
EXISTING /MATCH EXISTING
SEALANT.
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NEOPRENE PAD
SUPPORTING PIPE
Load Specification for IsoL4ax Clips
PC V771 W • i . fia i f i f f# a fiw i f •
f• - f i • 1 i ! f i i i • a
Installation of IsoMax Sound Isolation Clips - Walls and Ceiln s
(W only # of gypsum wallboard sheets at ' bottom of the w s h a ll be installed with the long
. timension support on continuous i s • strip Kinetics Mode
(Ceilin only i w • s should be within 12 inches of • perimeter a end of i ch
nel
* (Ceilings only) The first row of channel at the ceiling perimeter should be a maximum " from the wall.
• Furring channels are installed perpendicular to the framing members.
General Information
All potential sound - gaps around outlets ii or iii pipe penetrations an d the like should I s ea l ed w non ac oustic a l se a l an t i p utty.
N ote: •° -. f Ba ckers.
i t •
Certificati i i Kinetics Noise f • by i i
Links t o Listings will be displayed
ARRA
1 L
C O NC # +
�4 !
V
#' •# V V i 1 ii
AIR SPACE
OCCUPIED SPACE
• f 4 +
r #
3 1/2" r -11 OR
r -13 FIBERGLASS
: # +•i w M
# •� W i; + Y
� A FLOOR CEILING ASSEMBLY
) STC .r IIC .62
QUICKSILVER & PATAGONIA SPACE
* l
DOOR SCHEDULE
MARK TYPE WIDTH I HEIGHT THICKNESS MATERIAL FINISH FRAME TYPE HARWARE COMMENTS
1
FLUSH
31. W
7'. 0"
1 3/4"
MATCH EXISTING
MATCH EXISTING
WOOD
ENTRY
MATCH EXISTING DOOR & FRAME TYPE
2
PANEL
3 1 - 0 11
7'- 0"
1 3/4"
EXISTING
MATCH EXISTING
WOOD
EXISTING
REUSE EXISTING DOOR & FRAME
3
FLUSH
3' - 0"
7' - 0"
1 3/4"
EXISTING
MATCH EXISTING
WOOD
EXISTING
REUSE EXISTING DOOR & FRAME
ROOM FINISH SCHEDULE
NAME NUMBER FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH COMMENTS
j PATAGONIA
1
EXISTING / MATCH FC -2
EXISTING / MATCH FC•2
EXISTING /GYP. BD. /PAINT
I PAINT
WRAP COLUMN WITH METAL AND WOOD TO MATCH EXISTING
ACCESSIBLE FITTING ROOM
2
EXISTING TO REMAIN
EXI TO REMAIN
PAINT
1PAINT
FITTING ROOM
3
EXISTING TO REMAIN
EXISTING TO REMAIN
PAINT
PAINT
OFFICE
4
ICONCRETE
EXISTING /MATCH EXISTING
EXISTING /GYP. BD. /PAINT
PAINT
BACKSTOCK
5
CONCRETE
EXISTING TO REMAIN
PAINT /FRP
EXPOSED
WRAP WALLS ADJACENT TO MOP SINK WITH FRP
QUIKSILVER
6
EXISTING DECKING
EXISTING TO REMAIN
EXISTING /GYP, BD. /PAINT
PAINT
VESTIBULE
7
CONCRETE
EXISTING /MATCH EXISTING
EXISTING /GYP, BD. /PAINT
PAINT
OFFICE
8
CONCRETE
EXISTING /MATCH EXISTING
I PAINT
1PAINT
EXIST. FITTING
9
CARPET
EXISTING TO REMAIN
IPAINT
PAINT
BACKSTOCK
10
CONCRETE
EXISTING /MATCH EXISTING
1PAINT
EXPOSED
EXIST. ACCESSIBLE FITTING
11
CARPET
EXISTING TO REMAIN
1PAINT
PAINT
FUTURE TENANT
12
EXISTING TO REMAIN
EXISTING TO REMAIN
'EXISTING/GYP. BD. /PAINT
EXISTING
• • i e Im
fey `• see •
e • e
:1I
N
I
CAULK TO MAKE
AIR IMPENETRABLE
PACK ANNULAR GAP
WITH FIBERGLASS BUILDING
INSULATION AND SEAL AIR
TIGHT WITH ACOUSTICAL
SEALANT OR FIRE STOP AROUND
PERIMETER
OF PENETRATION.
FIRE PROTECTION
PIPING ISOLATION
6" RUNNER -7
MECHANICAL SPECIFICATIONS
GENERAL:
THE DRAWINGS INDICATE DIAGRAMMATICALLY THE EXTENT, GENERAL CHARACTER, AND LOCATION OF THE WORK INCLUDED.
OFFSETS AND /OR CHANGES IN ELEVATION OF PIPING AND DUCTWORK DUE TO STRUCTURAL OR OTHER INTERFERENCES
SHALL BE PROVIDED WITHOUT EXTRA COST.
VERIFY AND EVALUATE ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. SUBMISSION OF PROPOSAL IN
CONNECTION WITH THIS WORK SHALL IMPLY THAT THE BIDDER HAS EXAMINED THE JOB SITE. NO EXTRA CHARGE WILL
BE ALLOWED FOR CHANGES AS A RESULT FROM FAILURE TO EXAMINE THE JOB SITE.
PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE AND OPERATING
SYSTEM. PROVIDE CONTROL WIRING NECESSARY FOR THE OPERATION OF THE MECHANICAL SYSTEMS INDICATED ON THE
MECHANICAL DRAWINGS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, THERMOSTATS.
ENTIRE NEW WORK INSTALLATION SHALL CONFORM WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS OF
MUNICIPAL, STATE AND FEDERAL AUTHORITIES INCLUDING: THE 2009 INTERNATIONAL BUILDING, MECHANICAL, AND
ENERGY CONSERVATION CODES; ANY AND ALL LOCAL AMENDMENTS ADOPTED AND ENFORCED BY THE CITY OF VAIL,
COLORADO; ASME; ASTM; ASHRAE; SMACNA; AND NFPA.
WHERE REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES. PRIOR TO FINAL
ACCEPTANCE, FURNISH THE ARCHITECT /OWNER WITH CERTIFICATES OF INSPECTION AND APPROVALS BY LOCAL
AUTHORITIES.
THIS WORK SHALL BE PERFORMED IN A CLEAN AND PROFESSIONAL MANNER. CARE SHALL BE EXERCISED TO MINIMIZE
INCONVENIENCE OR DISTURBANCE TO OTHER TRADES DURING CONSTRUCTION. ISOLATE WORK AREAS BY MEANS OF
TEMPORARY PARTITIONS AND /OR TARPS TO KEEP DUST AND DEBRIS WITHIN THE CONSTRUCTION AREA. CLEAN THE JOB
SITE DAILY AND REMOVE FROM THE PREMISES ANY DIRT AND DEBRIS CAUSED BY THE PERFORMANCE OF THE WORK
INCLUDED IN THIS CONTRACT.
FIELD VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND BUILDING POWER, VOLTAGE, AND PHASE PRIOR TO ORDERING
EQUIPMENT AND PROCEEDING WITH ANY WORK, WHERE DISCREPANCIES OCCUR BETWEEN THESE DOCUMENTS AND
EXISTING CONDITIONS, THE DISCREPANCY SHALL BE REPORTED TO THE OWNER AND MECHANICAL ENGINEER IMMEDIATELY
FOR RESOLUTION.
THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEKEEPING OF HIS /HER OWN PROPERTY ON THE JOB SITE. THE
OWNER OR TENANT ASSUMES NO RESPONSIBILITY FOR PROTECTION OF THIS CONTRACTOR'S PROPERTY AGAINST FIRE,
THEFT, OR ENVIRONMENTAL CONDITIONS.
THIS CONTRACTOR SHALL SECURE AND PAY ALL FEES AND PERMITS PERTAINING TO THIS CONTRACT, SHALL BE
RESPONSIBLE FOR WORKER'S IDENTIFICATION AND BADGING, SAFETY, AND LIABILITY INSURANCE. PROVIDE BARRICADES,
WARNING SIGNS, AND TRASH REMOVAL FOR THE SAFETY OF THE WORKERS UNDER THIS CONTRACTOR'S EMPLOY.
SYSTEM, MATERIAL, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER THE COMPLETION
AND ACCEPTANCE. REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS WITHOUT ADDITIONAL CHARGES,
INCLUDING REFRIGERANT THAT IS LOST DURING RELATED REPAIRS.
, V- 13i 11111111 ►�
SUBMIT SIX (6) SETS OF SHOP DRAWINGS, CONTROL DIAGRAMS, AND EQUIPMENT CUTS TO THE MECHANICAL ENGINEER
FOR APPROVAL PRIOR TO STARTING RELATED WORK. UPON COMPLETION OF CONSTRUCTION, SUPPLY THE MECHANICAL
ENGINEER WITH ONE COMPLETE SET OF FULL SIZE AS -BUILT DRAWINGS. PROVIDE THE OWNER WITH THREE (3) SETS
OF OPERATION AND MAINTENANCE MANUALS FOR EACH TYPE OF EQUIPMENT INSTALLED.
THIS CONTRACTOR SHALL ASSUME ALL ADDED EXPENSES TO ALL TRADES ASSOCIATED WITH THE INSTALLATION OF
SUBMITTED AND APPROVED ALTERNATE EQUIPMENT.
SUBMIT A SETS OF THE TESTING, ADJUSTING, AND BALANCING REPORT TO THE MECHANICAL INSPECTOR AT FINAL HVAC
INSPECTION, AND A SET TO THE ENGINEER AS PART OF THE PROJECT CLOSEOUT.
TENANT FINISH NOTES:
PROVIDE NEW CONTROL WIRING, CUTTING AND PATCHING, AS REQUIRED FOR RELOCATED THERMOSTATS. PROTECT
EXISTING THERMOSTATS FROM DAMAGE DURING CONSTRUCTION. TEST AND RECALIBRATE /REPLACE ALL ZONE
THERMOSTATS AS REQUIRED.
REPLACE AIR FILTERS FOR ALL AIR MOVING EQUIPMENT SERVING THIS SPACE ONCE CONSTRUCTION IS COMPLETE.
DURING CONSTRUCTION, PROTECT ALL RETURN AIR DUCT OPENINGS WITHIN THE PROJECT AREA WITH FILTER MEDIA
SECURED WITH TEMPORARY METAL STRAPPING AND TAPE.
THE SPACE ABOVE THE CEILING IS USED AS A RETURN AIR PLENUM. ALL EXPOSED MATERIALS SHALL BE PLENUM
RATED, AS DEFINED BY THE BUILDING CODE, AND SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD
INDEX OF NOT MORE THAN 25 AND A SMOKE- DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN
ACCORDANCE WITH ASTM E 84.
WHERE EQUIPMENT IS SHOWN TO BE DEMOLISHED, REMOVE ASSOCIATED DUCTWORK, CONTROLS, PIPING, AND
APPURTENANCES RELATED TO SAME, UNLESS OTHERWISE NOTED. PATCH AND REPAIR WALLS AND ROOFS AND LEAVE NO
OPENINGS IN SAME. ALL DEMOLISHED EQUIPMENT AND DUCTWORK SHALL BE REMOVED FROM THE PREMISES BY THIS
CONTRACTOR, AND PROPERLY DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.
MATERIALS AND METHODS:
PROVIDE ALL DAMPER CONTROL HANDLES, ELECTRIC CONTROLS, AIR CONTROLS, MECHANICAL EQUIPMENT, AND OTHER
APPARATUS THAT MUST BE PROVIDED IN AN INACCESSIBLE LOCATION WITH SUITABLE ACCESS DOORS OR COVERS IN A
FRAMED OPENING, WHICH WILL PERMIT PROPER OPERATION AND SERVICING.
PROVIDE AND INSTALL APPROVED FIRE AND /OR SMOKE DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK
THAT PENETRATES A HORIZONTAL OR VERTICAL FIRE AND /OR SMOKE RATED PARTITION, OR AS OTHERWISE INDICATED
ON THE DRAWINGS. ACCESS DOORS SHALL BE GASKETED AND SHALL BE LARGE ENOUGH TO RESET THE FIRE DAMPER
AND REPLACE THE LINK.
WHERE CONDUIT, CABLES, DUCTWORK OR PIPING PASSES THROUGH FIRE RATED FLOORS, WALLS, OR PARTITIONS, THE
SLEEVES SHALL BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS U.L. LISTED (EQUAL TO DOW CORNING)
AND ACCEPTED BY THE BUILDING DEPARTMENT AND FIRE DEPARTMENT AS BEING SUITABLE FOR THE SERVICE. THIS
MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS IN ORDER TO
MAINTAIN THE FIRE RATING OF THE PENETRATED WALL, FLOOR, OR PARTITION. INSTALLATION SHALL BE A
THROUGH- PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 AND UL 1479,
THE FIRE RATING SHALL MATCH THE RATING OF THE BARRIER BEING PENETRATED.
ALL EQUIPMENT AND DEVICES SHALL BE INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S PUBLISHED
INSTRUCTIONS AND SHALL PROVIDE EXTRA MATERIALS REQUIRED FOR A PROPER INSTALLATION.
COORDINATE WITH THE GENERAL CONTRACTOR AND THE ARCHITECTURAL REFLECTED CEILING PLAN AS TO THE EXACT
LOCATION OF CEILING REGISTERS, GRILLES, AND DIFFUSERS. INSTALL SAME FLUSH, AND PERPENDICULAR TO ADJACENT
WALLS.
SPRAY PAINT INSIDE OF DUCTS AND BEHIND REGISTERS, DIFFUSERS, AND GRILLES WITH FLAT BLACK WHERE VISIBLE.
NOTE: FIRE OR SMOKE DAMPERS SHALL NOT BE PAINTED.
MECHANICAL DUCTWORK AND VENTING:
ENTIRE DUCTWORK INSTALLATION SHALL COMPLY WITH NFPA 90A. DUCT SYSTEMS SHALL BE FABRICATED FROM G60
LOCK FORMING QUALITY GALVANIZED STEEL SHEET METAL. FABRICATE, INSTALL, AND SUPPORT IN STRICT ACCORDANCE
WITH SMACNA. DUCTWORK SHALL BE CROSS BROKEN. DUCT GAGES SHALL COMPLY WITH SMACNA 2" W.C. PRESSURE
CLASSIFICATION FOR LOW PRESSURE DUCTWORK AND 6" W.C. PRESSURE CLASSIFICATION FOR MEDIUM PRESSURE
DUCTWORK. SEAL ALL LOW PRESSURE DUCTWORK TO SMACNA SEAL CLASS "B"
DUCT DIMENSIONS SHOWN ARE SHEET METAL (UNLESS OTHERWISE NOTED). DUCT DIMENSIONS MAY BE CHANGED IF THE
NET FREE FACE AREA IS MAINTAINED.
i
DUCT SEALANT FOR CONCEALED DUCTWORK SHALL BE EQUAL TO IRON -GRIP 601 AS MANUFACTURED BY HARDCAST.
APPLY PER MANUFACTURER'S INSTRUCTIONS. DUCT TAPE IS NOT AN ACCEPTABLE MEANS OF SEALING DUCTS.
EXCEPTION: USE ONLY CLEAR SEALANT EQUAL TO RCD CORPORATION #20 CLEAR ADHESIVE SEALANT ON EXPOSED
DUCTWORK.
WHERE DUCTWORK IS EXPOSED TO VIEW, SUPPORT WITH THREADED ROD HANGER AND UNISTRUT. UNISTRUT SHALL
HAVE HOT- DIPPED GALVANIZED FINISH WHERE IT WILL NOT BE PAINTED AND FACTORY GREEN FINISH WHERE IT WILL BE
PAINTED. ROUND DUCTWORK SHALL BE SPIRAL SEAM.
FLEXIBLE DUCTS SHALL BE EQUAL TO HART & COOLEY MODEL # F214, LISTED AS U.L. CLASS 1 AIR DUCT, AND
SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED RATING NOT EXCEEDING 50.
DUCTS SHALL CONFORM TO NFPA 90A. METALIZED POLYESTER JACKET REINFORCED WITH FIBERGLASS SCRIM.
INSULATION SHALL BE R -4.2.
SMOOTH TURN RADIUS ELBOWS OR DOUBLE - THICKNESS TURNING VANES SHALL BE USED WHERE THE AIR FLOW IS 150
CFM OR ABOVE.
PROVIDE FLEXIBLE DUCT ONLY FOR FINAL CONNECTIONS TO DIFFUSERS, AND ONLY WHERE CONCEALED ABOVE FINISHED
CEILINGS. MAXIMUM LENGTH SHALL BE LIMITED TO 6 FEET.
MECHANICAL DUCTWORK AND VENTING (CONTINUED):
SPIN COLLAR FITTINGS FOR ROUND TAKE -OFFS ON RECTANGULAR DUCTS SHALL BE EQUAL TO FLEXMASTER MODEL FL
FOR RETURN AIR AND FLD WITH DAMPER FOR SUPPLY AND EXHAUST AIR. FITTINGS SHALL BE 26 GAUGE G -90
GALVANIZED STEEL.
MANUAL VOLUME DAMPERS IN RECTANGULAR DUCTWORK SHALL BE EQUAL TO RUSKIN MODEL MD15, 22 GAGE
GALVANIZED STEEL, 3 -IN. WIDE OR 5 -IN. BY 18 GAGE GALVANIZED STEEL CHANNEL WITH CORNER BRACES, 22 GAGE
GALVANIZED STEEL BLADES (SINGLE BLADE UP TO 12 -IN. HIGH), MOLDED SYNTHETIC BEARINGS, RATED FOR 2 1 h -IN
W.G. AT 1,500 FPM.
DUCT INSULATION:
RECTANGULAR SUPPLY AND RETURN DUCTWORK CONCEALED ABOVE CEILINGS SHALL BE INTERNALLY LINED WITH
ACOUSTICAL LINER EQUAL TO JOHNS MANVILLE LINACOUSTIC RC FIBERGLASS DUCT LINER WITH REINFORCED COATING
SYSTEM. SUPPLY DUCTS SHALL RECEIVE 1 % -INCH THICK LINER (R -6.3), AND RETURN DUCTS % -IN. THICK.
ROUND SUPPLY AND RETURN AIR DUCTWORK CONCEALED ABOVE CEILINGS SHALL BE INSULATED WITH FIBERGLASS DUCT
INSULATION WITH FSK FACING EQUAL TO JOHNS MANVILLE MICROLITE, 75# DENSITY. INSTALL PER MANUFACTURER'S
PUBLISHED INSTRUCTIONS. DUCTWORK THAT IS ACOUSTICALLY LINED DOES NOT REQUIRE EXTERIOR INSULATION. SUPPLY
DUCTS SHALL HAVE 2 -IN. THICK (MIN. R -5) INSULATION AND RETURN DUCTS 1 -IN. THICK.
EXPOSED DUCTWORK WITHIN CONDITIONED SPACE SHALL NOT BE INSULATED. USE ONLY CLEAR SILICONE DUCT
SEALANT.
WHERE DUCTWORK IS NOTED TO BE INSULATED DIFFERENTLY ON THE DRAWINGS (i.e. EXTERNAL INSULATION ON
RECTANGULAR DUCTWORK), THE CORRESPONDING INSULATION SPECIFICATIONS ABOVE SHALL APPLY.
FIRE /SMOKE DAMPERS:
FD -1: 1 -1/2 HOUR UL555 RATED - EQUAL TO RUSKIN MODEL # DIBD2 FIRE DAMPER. CURTAIN TYPE, DYNAMIC
RATED TO 2,000 FPM AND 4 IN. W.G. 20 GAGE GALVANIZED STEEL CHANNEL FRAME. 24 GAGE BLADES. FUSIBLE LINK
165 DEG. F. PROVIDE WITH ACCESS DOOR AND FIRESTOP CAULK INSTALLATION. INSTALL PER MANUFACTURER'S
PUBLISHED INSTALLATION MANUALS.
GENERAL CONTRACTOR TO PROVIDE WIRING TO THE FIRE ALARM PANEL PER THE LOCAL FIRE CODE AND FIRE
DEPARTMENT REQUIREMENTS. ELECTRICAL CONTRACTOR TO CONNECT 110 VOLT POWER TO EACH ACTUATOR. MECHANICAL
CONTRACTOR TO INSTALL DAMPER AND SMOKE DETECTOR.
TESTING. ADJUSTING. AND BALANCING:
TESTING, ADJUSTING, AND BALANCING SHALL BE PERFORMED IN ACCORDANCE WITH THE 2007 ASHRAE HANDBOOK OF
HVAC APPLICATIONS, CHAPTER 37. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO:
* BALANCING AIR DISTRIBUTION SYSTEMS
* ADJUSTING THE TOTAL SYSTEM TO PROVIDE DESIGN QUANTITIES
* ELECTRICAL MEASUREMENT
* ESTABLISHING QUANTITATIVE PERFORMANCE OF ALL HVAC EQUIPMENT
* VERIFYING AUTOMATIC CONTROLS
TESTING AND BALANCING SUB - CONTRACTOR SHALL BE INDEPENDENTLY HIRED BY THE G.C., SHALL BE NEBB CERTIFIED,
AND SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE ON COMMERCIAL PROJECTS SIMILAR IN NATURE TO THIS
PROJECT.
ADJUST AIR FLOWS FOR TERMINALS TO WITHIN +/- 10 %. ADJUST AIR FLOWS IN DUCT MAINS TO WITHIN +/- 5 %,
USING THE PITOT -TUBE TRANSVERSE METHOD. FURNISH TO THE ARCHITECT, FIVE (5) COPIES OF THE TESTING AND
BALANCING REPORT.
BEFORE ACCEPTANCE AND FINAL PAYMENT, DEMONSTRATE THAT ALL APPERATI ARE FUNCTIONING PROPERLY AND
EFFICIENTLY. STARTUPS AND ADJUSTMENTS FOR THE FIRST HEATING AND THE FIRST COOLING SEASON SHALL BE
INCLUDED IN THE BID.
i
MECH ANICAL SYMBOL !
i. MANUAL VOLUME DAMPER - PROVIDE IN EACH NEW SUPPLY AND EXHAUST
AIR RUNOUT.
�T}-- ROOM THERMOSTAT (ARROW INDICATES RELOCATED)
HVAC NUMBERED NOTE
r . ------- i
i 1 EXISTING DUCTWORK TO REMAIN
NEW SHEETMETAL DUCTWORK - ACOUSTICALLY LINED
NEW SHEEfMETAL DUCTWORK
EXISTING DUCTWORK TO BE REMOVED
RUNOUT
EXISTING RUNOUT
-xx-k -***xax
EXISTING RUNOUT TO BE REMOVED
a 45
DEGREE ENTRY FITTING
R ROUND
SPIN -IN ENTRY FITTING
COOLING
SQUARE -TO -ROUND TRANSITION
HEATING
ELBOW WITH TURNING VANES
Zone Outdoor
NEW RETURN AIR GRILLE TO MATCH EXISTING IN APPEARANCE
MARK
EXISTING SUPPLY AIR DIFFUSER (ARROW INDICATES RELOCATED)
STD
CFM
ESP
W.C.
,? t EXISTING RETURN AIR GRILLE (ARROW INDICATES RELOCATED)
+-�-► NEW SUPPLY AIR DIFFUSER TO MATCH EXISTING IN APPEARANCE
i
SUPPLY AIR DIFFUSER TO BE REMOVED OR RELOCATED
O x - RETURN AIR GRILLE TO BE REMOVED OR RELOCATED
- - - --' EXISTING LINEAR SLOT DIFFUSER (ARROW INDICATES RELOCATED)
- ---- NEW LINEAR SLOT DIFFUSER TO MATCH EXISTING IN APPEARANCE
150 AIR OUTLET /INLET TAG - BOTTOM NUMBER INDICATES AIR FLOW IN CFM
EF EQUIPMENT TAG - REFER TO SCHEDULES
1
POINT OF CONNECTION TO EXISTING
(D) MECHANICAL ITEMS TO BE DEMOLISHED
(E) EXISTING MECHANICAL TO REMAIN
(R) RELOCATE MECHANICAL ITEMS
RA RETURN AIR
SA SUPPLY AIR
REGISTER GRILLE DIFFUSER SCHEDULE
METAL *AIRE 3100 SERIES SUPPLY DIFFUSER FOR MOUNTING DIRECTLY ON DUCTWORK
SD -3 I SUPPLY 1 0 - 125 1 17 "0 6 "0 NO NO NC 18 5 ROUND
METAL *AIRE 6675 -22 SERIES LINEAR SLOT DIFFUSER WITH CONCEALED PLASTER FRAME FOR HARD CEILINGS, WITH INSULATED BOOT PLENUM
SLT I SUPPLY 1 201 - 300 1 48" X 5 -1/4" 1 12" OV I YES I YES NC 26 15 - 19 (3) 3/4" SLOTS 1
FIELD VERIFY THAT SLOT DIFFUSER WILL MATCH (E) SLOT DIFFUSER PRIOR TO ORDERING.
EXISTING FAN /COIL UNIT SCHEDULE
Area Outdoor Area Outdoor
Occupant Load Estimated
COOLING
Occupant Outdoor
HEATING
Zone Air
Zone Outdoor
Supply Air
MARK
MANUFACTURER
AND MODEL NO.
STD
CFM
ESP
W.C.
O.S.A.
CFM
LEAVING
AIR TEMP
DEG F
COOL
CAP
MBH
LEAVING
AIR TEMP
DEG F
HEAT
CAP
MBH
MOTOR
HP
NOTES
FCU D2 -08
INTERNATIONAL HBC 20
2,000
0.6"
280
54
31.2
100
44.4
1
1
FCU D2 -09
INTERNATIONAL NBC 20
2,000
0.6"
280
54
1 31.2
100
1 44.4
1
2
FCU D2 -10
INTERNATIONAL HBC 20
2,000
0.6"
280
54
31.2
100
44.4
1
2
FCU D2 -11
INTERNATIONAL HBC 20
2,000
0.6"
N/A
54
31.2
100
44.4
1 1
3
FCU D2 -12
INTERNATIONAL HBC 20
2,000
0.6"
395
54
31.2
100
44.4
1
2
FCU D2 -13
INTERNATIONAL HBC 20
2,000
0.6"
395
54
31.2
100
44.4
1
2
1. NO ADJUSTMENT OF OSA REQUIRED.
2. ADJUST OUTSIDE AIR TO VALUES SHOWN
3. THIS UNIT IS NOT IN USE AND SHALL REMAIN AS IS.
VENTILATION SUMMARY (IMC 2009)
QUICKSILVER
Area Outdoor Area Outdoor
Occupant Load Estimated
Occupant Outdoorl
Occupant Outdoor
Breathing Zone
Zone Air
Zone Outdoor
Supply Air
Uncorrected Outdoor
Occupancy
Room Area
Air Rate (Ra) Air (RaAz)
I People 10ccupancy
Air Rate (Rp)
Air Total (RpPz)
Outdoor Air
Distribution
Air (Voz=
Design (Vpz)
Air Fraction
Room Names)
Classification
Sq. Ft
CFM / Sq. Ft. CFM
Per 1000 SF (Pz)
CFM
CFM
(RpPz + RaAz)
Effectiveness (Ez)
Vbz /Ez) CFM
CFM
(Zp= Voz /Vpz)
Retail
Retail Sales
2750
0.12 330
15 41
7.5
309
639
0.8
799
6000
13%
Totals 7 9 9 6000
Ventilation Effectiveness (Ev)
Corrected Outdoor Air Fraction = 13.3%
Total Required Outside Air (CFM)
PATAGONIA
13.3%
_.
i
Area Outdoor Area Outdoor
Occupant Load
Estimated
Occupant Outdoor
Occupant Outdoor
Breathing Zone
Zone Air
Zone Outdoor
Supply Air
Uncorrected Outdoor
Occupancy
Room Area
Air Rate (Ra) Air (RaAz)
People
Occupancy
Air Rate (Rp)
Air Total (RpPz)
outdoor Air
Distribution
Air (Voz=
Design (Vpz)
Air Fraction
Room Name(s)
Classification
Sq. Ft.
CFM / Sq. Ft. CFM
Per 1000 SF
(Pz)
CFM
CFM
(RpPz + RaAz)
Effectiveness (Ez)
Vbz /Ez) CFM
CFM
(Zp= Voz/Vpz)
Retail
Retail Sales
2200
0.12 264
15
33
7.5
248
512
0.8
639
4000
16%
Backstock
Retail Storage
435
0.12 52.2
0
0
0.0
0
52
0.8
65
0
0%
Totals 705 4000 17.6%
Ventilation Effectiveness (Ev) = 0.9
Corrected Outdoor Air Fraction 19.6%
Total Required Outside Air (CFM) = 783
CHRISTOPHER MENGES
,,ENGINEERING, INC.
Mechanical Consulting Engineers
1100 W. Littleton Boulevard, Suite 400
Littleton, Colorado 80120
Ph (720) 283 -3018 Fax (720) 283 -6253
www.mengeseng.com
S SIl • Venture
Ex Arrabelle Patagonia
MECHANICAL
SPECIFICATIONS
Troject Number
Date • June 2010
Drawn by JWB
Checked b
M1 00
0
0
N
YN
"19"
'17 (20)
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T
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or 7=3
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_
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V
i (E) 1,000
M
(22)
(23) (24) 24.9 25.4 2 6
(E) 4 KW ELECTRIC I HEATER
TO REMAIN
(E) 225 (E) 225
IQ 30Q (E) 225 (E) 225 (E) 225
(E) 4 KW ELECTRIC HEATER
TO REMAIN
(E) 39Q
W 17-5 (E) 175 T__ M
TYP
I(E) 10"0'
*
OF (7
♦ k # 1 1 1 ) L I
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Ni N � X
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of
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----------
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r -4-4
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_.�) - - - - - - - - - -
FCU
2-M
-T
Lm �J
Li. 7 0 ---
M 8 L C_
----------- ---------
------------- - -------------- $1 --------- -4 ----- ----- /
----------
N -------- - --- ------------------------- ------
T (R)
_7 I � % %
J�' 720 % %**
------------ _J ---- wj--- 4 ------ ------ -
T_
E.2
NO WORK REQUIRED -J 24x24 ACCESS PANEL, TYP. /FCU\
ON DUCTWORK FOR
X
THIS UNIT, (SHOWN
(0 1
FOR REFERENCE ONLY)
UJ 1 (E) 6"0
G
RE-BALANCE ALL DIFFUSERS 90
SERVED BY THIS UNIT TO CFM r
VALUES SHOWN & ADJUST OSA
6 1
PER SCHEDULE
T
E.9
rf.
MECHANICAL KEYED NOTES
(:I) RELOCATED 2424 DOOR GRILLE AT BOTTOM OF DOOR 1,000 CFM
(2) 2424 OPENING ABOVE CEILING FOR AIR TRANSFER, 1,000 CFM
@ RELOCATED 16x12 DOOR GRILLE, 200 CFM
200 CFM -V i 12x8 -J
EXHAUST EACH
RE-BALANCE ALL DIFFUSERS
SERVED BY THIS UNIT TO CFM
VALUES SHOWN & ADJUST OSA
PER SCHEDULE
(E) RETURN
GRILLES, 125
CFM EACH
W 250
300
(E) 300
CHRISTOPHER MENGES I
,,,�ENGINEERING, lNC.:;
Mechanical Consulting Engineers
1100 W. Littleton Boulevard, Suite 400
Littleton, Colorado 80120
Ph (720) 283-3018 Fax (720) 283-6253
www,mengeseng.com
ADJUST OSA PER
SCHEDUEL FOR THIS
UNIT, NO DIFFFUSER
BALANCING REQ'D
Specialty Sports Venture
Arrabelle Patagonia
Expansion
MECHANICAL
PLAN
I Project Number 100603
I Dote 1 6 June 201
, Drown by JWB
, Checked by CPM
�
�04
�x
/FCU\
Nt J
op
50
FCU
X -KV ------- --------
C\J
T
/\ ---- --
(E) IN -LINE EXHAUST FCU
FAN TO REMAIN 29x
/F_C_U \ 1 L
4
D2-11 i iP
250
----- — ------
F-f
- ------ 44 ---_ EL 1 - -------
--- - ----------- ----- 2-
rz (E) Z50
-----------
I c>
04 - 0, TYP.
(E) 10
0 (7)
F
04
.......... --------
..............
REMOVE & RE-INSTALL
(E) DUCTWORK AS SHOWN
1 (E) 16x12 FRESH AIR
I
RE-BALANCE ALL DIFFUSERS
SERVED BY THIS UNIT TO CFM
VALUES SHOWN & ADJUST OSA
PER SCHEDULE
MECHANICAL PLAN
� �00 3/16 = 1 1-011
_ - _ __-.. _ - ___ I __ __ - ___ - __ - - - - _ . _5
- (E) 12x6 OPENING
ABOVE CLG FOR AIR
TRANSFER
ic
r-4
rl-
0)
C\1
(0
_ - .- .- _._.._
-- -_ REDUCING FITTING - PIPE REDUCES IN SIZE IN DIRECTION OF ARROW
- _____-
- -____ BALL VALVE WITH MANUAL LEVER ACTUATOR
---- - - - -°- ---- -
----- STOP VALVE
_._ - - ®_ WHA
- WATER HAMMER ARRESTOR
S
SANITARY DRAIN PIPING
------------ V ____________
SANITARY VENT PIPING
- - - - - -- C - - - -
- -- DOMESTIC COLD WATER PIPING
---- - - - - -- H -----
--- - -- DOMESTIC HOT WATER PIPING
S .._. _._ ___
_,__ ___ -_._ EXISTING SANITARY DRAIN PIPING
------------ V ------------
EXISTING SANITARY VENT PIPING
C
_ _ _ _ EXISTING DOMESTIC COLD WATER PIPING
H . _ -.
_ __ ... _ _ _ EXISTING DOMESTIC HOT WATER PIPING
PIPE TURNING DOWN
PIPE TURNING UP
-----
- - ---+ FIXTURE CONNECTION
r� ,!
POINT OF CONNECTION TO EXISTING
(D)
DEMOLISH
(E)
EXISTING TO REMAIN
(R)
RELOCATE
(N)
NEW
ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING
ENGINEERS, INC.
BTU /H - BRITISH THERMAL UNITS PER HOUR
CW - DOMESTIC COLD WATER
DEC. F - DEGREES FAHRENHEIT
DWV - DRAINAGE, WASTE, AND VENT
GAL - U.S. GALLON
G.C. - GENERAL CONTRACTOR
GPH - GALLONS PER HOUR
HW - DOMESTIC HOT WATER
LBS - POUNDS
P.C. - PLUMBING SUBCONTRACTOR
PSI - POUNDS PER SQUARE INCH
RC - DOMESTIC RECIRCULATION HOT WATER
SAN - SANITARY WASTE
TW - TEMPERED HOT WATER
W/ - WITH
WCO - WALL CLEANOUT
FCO - FLOOR CLEANOUT
.,. GEN
1.1 SUMMARY PROVIDE PLUMBING WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE
AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO:
DOMESTIC HOT AND COLD WATER PIPING SYSTEMS
DRAIN, WASTE, AND VENT SYSTEMS
PLUMBING FIXTURES AND TRIM AS SHOWN ON THE DRAWINGS
DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO GENERAL CONDITIONS,
SUPPLEMENTARY CONDITIONS, AND SECTIONS IN DIVISION 1 OF THE ARCHITECTURAL SPECIFICATIONS.
1.2 SUBMITTALS: NOT REQUIRED
1.3 QUALITY ASSURANCE: USE ADEQUATE NUMBERS OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED
IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS
NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.
CODES AND REGULATIONS: IN ADDITION TO COMPLYING WITH THE SPECIFIED REQUIREMENTS, COMPLY WITH THE PERTINENT
REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION; INCLUDING THE 2009 INTERNATIONAL BUILDING, PLUMBING,
FUEL GAS, AND ENERGY CONSERVATION CODES; AND THE CITY OF VAIL, CO AMENDMENTS. IN THE EVENT OF CONFLICT BETWEEN
OR AMONG SPECIFIED REQUIREMENTS AND PERTINENT REGULATIONS, THE MORE STRINGENT REQUIREMENT WILL GOVERN.
1.4 DELIVERY STORAGE AND HANDLING: COMPLY WITH THE PERTINENT PROVISIONS OF DIVISION 1.
1.5 GENERAL REQUIREMENTS: WHERE REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL
AUTHORITIES. PRIOR TO FINAL ACCEPTANCE, FURNISH THE ARCHITECT /OWNER WITH CERTIFICATES OF INSPECTION AND
APPROVALS BY LOCAL AUTHORITIES. BEFORE ACCEPTANCE AND FINAL PAYMENT, DEMONSTRATE THAT ALL APPERATI ARE
FUNCTIONING PROPERLY AND EFFICIENTLY. SYSTEM, MATERIAL, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF
ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE. REPLACE ALL DEFECTIVE WORKMANSHIP, EQUIPMENT AND MATERIALS
WITHOUT ADDITIONAL CHARGES, INCLUDING REFRIGERANT THAT IS LOST DURING RELATED REPAIRS.
PART 2 - PRODUCTS
2.1 PIPE SCHEDULE:
DRAIN, WASTE, AND VENT SYSTEM:
STANDARD DUTY HUBLESS CAST -IRON PIPE AND FITTINGS, ASTM A 888, WITH SHIELDED STAINLESS -STEEL COUPLINGS AND
HUBLESS - COUPLING JOINTS.
WATER SYSTEMS (DOMESTIC PIPING):
PROVIDE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS JOINED WITH LEAD FREE SOLDER.
2.2 VALVES: GATE VALVES: EQUAL TO WATTS GV SERIES, BRONZE, 200 -PSI WOG. GLOBE VALVES: EQUAL TO WATTS GLV SERIES,
BRONZE, 200 -PSI WOG. BALL VALVES: EQUAL TO WATTS B -600 SERIES, STANDARD PORT, BRONZE. 1/4" - 2" VALVES SHALL
BE 600 PSI WOG. 2 -1/2" - 4" SHALL BE 400 PSI WOG.
2.3 FLASHING WHERE PIPES OF THIS SECTION PASS THROUGH THE ROOF, FLASH WITH SEMCO #1100 -4 SEAMLESS 4 LB.
FLASHING, WITH STEEL REINFORCED "VARI- PITCH" BOOT AND CAST IRON COUNTER FLASHING SLEEVE.
2.4 PIPE HANGERS:
WATER PIPING: PROVIDE FEE AND MASON #212 (OR EQUAL) SPLIT RING HANGERS WITH SUPPORTING RODS. PROVIDE SEMCO
"TRISOLATORS ".
SOIL AND WASTE PIPING: PROVIDE FEE AND MASON #212 (OR EQUAL) ADJUSTABLE RING HANGERS WITH SUPPORTING RODS.
USE FEE AND MASON #212 RISER CLAMPS AS REQUIRED,
2.5 CLEANOUTS: ZURN Z- 1400 "LEVEL -TROL" ADJUSTABLE FLOOR CLEANOUT, DURA- COATED CAST IRON BODY, WITH GAS AND
WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND SCORIATED SECURED TOP ADJUSTABLE TO THE FINISHED FLOOR. FINISHED
FLOORS: PROVIDE ZURN ZN -1400 WITH APPROPRIATE SUFFIX FOR FLOOR FINISH. FLOORS WITH WATERPROOFING MEMBRANE:
PROVIDE "FLUSH- WITH - FLOOR" TYPE CLEANOUTS, WITH ADJUSTABLE WATERTIGHT COVERS AND INTEGRAL ANCHORING FLANGE
WITH CLAMPING COLLAR. FINISHED WALLS: PROVIDE ZURN ZS -1469 WITH STAINLESS STEEL ACCESS PLATE AND SCREW.
2,6 TRAPS: FOR LAVATORIES AND SINKS, EXCEPT SERVICE SINKS, PROVIDE LOS ANGELES PATTERN CAST BRASS TRAPS WITH
BRASS NUTS.
, +.
t � I
! f I
cam ,_
I I I 1
I I I I j
i
I ! I PATAGONIA I I I
U0
p
QUIKSILVER
I j I j
ED
f
f
I i I i i I
(E) 1/2"
(E) 2"
_.H ) ff
_ . !
-- --- - -C -4
I i { - - - - -- - - - ------------- _
I (E) MOP SINK
TO REMAIN [ 2 1 > ; I
i
EXIST. FITTING
i
EXIST. ACCESSIBLE - 1 /2" I
FITTING --=- -i VESTIBULE
RELOCATED MOP rn (E) 3 " — V -- ACCESSIBLE
O i BACKSTOCK j SINK. NOTE: EXISTING UP - -- PITTING ROOM j i1
MOP SINK FAUCET HAS
i 1
INTEGRAL VACUUM BREAKER 1 „ �
BACKSTOCK OFFICE I ( OFFICE
FITTING ROOM
0
4
t I
} I
2.8 FIXTURES AND EQUIPMENT: PROVIDE PLUMBING FIXTURES, TRIM, AND EQUIPMENT AS INDICATED ON THE PLUMBING PLANS.
2.9 INSULATION: INSULATE HOT, COLD AND RECIRCULATED HOT WATER PIPING WITH 1 -IN. THICK FIBERGLASS INSULATION WITH
PLENUM RATED JACKET. RUNOUTS UP TO 12 FEET SHALL HAVE 1/2 -IN. THICK INSULATION. INSULATION SHALL BE EQUAL TO
JOHNS MANVILLE MICRO -LOK, WITH A MAXIMUM CONDUCTIVITY OF 00 BTU PER IN /HR * SF * degF. COLD WATER PIPING
INSULATION SHALL HAVE VAPOR BARRIER. AT ALL HANGER AND SUPPORT LOCATIONS, PROVIDE 8 -IN. LONG, 20 GAUGE
GALVANIZED IRON INSULATION GUARDS. INSULATION AT THESE LOCATIONS SHALL BE RIGID.
2.10 SLEEVES: WHERE PIPES PASS THROUGH CONCRETE, MASONRY, OR STUD WALLS, OR PASS THROUGH CEILINGS, PROVIDE
"SPERZEL" RUSTPROOF "CRETE- SLEEVE" OF THE SIZE REQUIRED. WHERE PIPES PASS THROUGH FIRE RATED PARTITIONS AS
DESIGNATED ON THE ARCHITECTURAL PLANS, PROVIDE FIRE SEALS AROUND PIPES, WHICH ARE EITHER UL LISTED OR FM
APPROVED.
2.11 OTHER MATERIALS: PROVIDE OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND
PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT.
FART 3 - EXECUTION
3.1 SURFACE CONDITIONS: EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED.
CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL
UNSATISFACTORY CONDITIONS ARE CORRECTED.
3.2 INSTALLATION OF PIPING AND EQUIPMENT:
PROCEED AS RAPIDLY AS THE BUILDING CONSTRUCTION WILL PERMIT. THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP
PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MADE. CUT PIPE
ACCURATELY, AND WORK INTO PLACE WITHOUT SPRINGING OR FORCING, PROPERLY CLEARING WINDOWS, DOORS, AND OTHER
OPENINGS. EXCESSIVE CUTTING OR OTHER WEAKENING OF THE BUILDING WILL NOT BE PERMITTED. SHOW NO TOOL MARKS OR
THREADS ON EXPOSED PLATED, POLISHED, OR ENAMELED CONNECTIONS FROM FIXTURES. TAPE ALL FINISHED SURFACES TO
PREVENT DAMAGE DURING CONSTRUCTION. MAKE CHANGES IN DIRECTION WITH FITTINGS; MAKE CHANGES IN MAIN SIZES WITH
ECCENTRIC REDUCING FITTINGS. UNLESS OTHERWISE NOTED, INSTALL WATER SUPPLY AND RETURN PIPING WITH FLAT SIDE OF
ECCENTRIC FITTINGS FACING UP. RUN HORIZONTAL SANITARY PIPING AT A UNIFORM GRADE OF 1/4" PER FOOT, UNLESS
OTHERWISE NOTED. RUN HORIZONTAL WATER PIPING WITH AN ADEQUATE PITCH UPWARDS IN DIRECTION OF FLOW TO ALLOW
COMPLETE DRAINAGE. PROVIDE SUFFICIENT SWING JOINTS, BALL JOINTS, EXPANSION LOOPS, AND DEVICES NECESSARY FOR A
FLEXIBLE PIPING SYSTEM, EVEN IF NOT SPECIFICALLY SHOWN ON THE DRAWINGS. SECURELY BOLT ALL EQUIPMENT, ISOLATORS,
HANGERS, AND SIMILAR ITEMS IN PLACE. SUPPORT EACH ITEM INDEPENDENTLY FROM THE STRUCTURE. DO NOT USE WIRE FOR
HANGING OR STRAPPING PIPES. PROVIDE COMPLETE DIELECTRIC ISOLATION BETWEEN FERROUS AND NONFERROUS METALS. FOR
INSULATED PIPE, PROVIDE SLEEVES OF ADEQUATE SIZE TO ACCOMMODATE THE FULL THICKNESS OF PIPE COVERING, WITH
CLEARANCE FOR PACKING AND CAULKING. CAULK THE SPACE BETWEEN SLEEVE AND PIPE OR PIPE COVERING, USING A
NON - COMBUSTIBLE, PERMANENTLY PLASTIC, WATERPROOF, NON - STAINING COMPOUND WHICH LEAVES A SMOOTH FINISHED
APPEARANCE, OR PACK WITH NON - COMBUSTIBLE, NON - ASBESTOS COTTON, ROPE, OR FIBERGLASS TO WITHIN 1/2" OF BOTH
WALL FACES, AND PROVIDE THE WATERPROOF COMPOUND DESCRIBED ABOVE.
3.2.1 PIPE SUPPORT: PIPING SHALL BE SUPPORTED WITH HANGERS, ANCHORS AND SUPPORTS DESIGNED TO CARRY THE LOAD
OF THE PIPE FULL OF INTENDED FLUID, AND SHALL RESIST GALVANIC ACTION. SECURE UPPER ATTACHMENTS TO STRUCTURE.
DO NOT SUPPORT FROM THE ROOF DECK. SUPPORT INTERVALS SHALL BE AS FOLLOWS:
DOMESTIC WATER PIPING (TYPE L COPPER, HORIZONTAL PIPING):
1/2 -IN. THRU 1- 1/2 -IN. MAX. 6 FT.
2 -IN. OR LARGER MAX. 10 FT.
VERTICAL TYPE L COPPER PIPING SUPPORT SPACING IS MAX. 10 FT.
3.3 FINISH AND ESCUTCHEONS: SMOOTH UP ROUGH EDGES AROUND SLEEVES WITH PLASTER OR SPACKLING COMPOUND.
PROVIDE 1" WIDE CHROME OR NICKEL PLATED ESCUTCHEONS ON ALL PIPES EXPOSED TO VIEW WHERE PASSING THROUGH
WALLS, FLOORS, PARTITIONS, CEILINGS, OR SIMILAR LOCATIONS. SIZE THE ESCUTCHEONS TO FIT PIPE AND COVERING. HOLD
ESCUTCHEONS IN PLACE WITH SET SCREW.
3.4 CLEANOUTS: SECURE THE ARCHITECT'S APPROVAL OF LOCATIONS FOR CLEANOUTS IN FINISHED AREAS PRIOR TO
INSTALLATION. PROVIDE CLEANOUTS OF SAME NOMINAL SIZE AS THE PIPES THEY SERVE; EXCEPT WHERE CLEANOUTS ARE
REQUIRED IN PIPES LARGER THAN 4 ", PROVIDE 4" CLEANOUTS. MAKE CLEANOUTS ACCESSIBLE. AFTER PRESSURE TESTS ARE
MADE AND APPROVED, THOROUGHLY GRAPHITE THE CLEANOUT THREADS.
3.5 VALVES: PROVIDE VALVES IN DOMESTIC WATER SUPPLY SYSTEMS. LOCATE AND ARRANGE SO AS TO GIVE COMPLETE
REGULATION OF FIXTURES. PROVIDE VALVES IN AT LEAST THE FOLLOWING LOCATIONS: IN BRANCHES AND /OR HEADERS OF
WATER PIPING SERVING A GROUP OF FIXTURES; FOR SHUTOFF OF BRANCH MAINS; FOR FLUSHING AND STERILIZING THE SYSTEM;
WHERE SHOWN ON THE DRAWINGS. LOCATE VALVES FOR EASY ACCESSIBILITY AND MAINTENANCE
3.6 WATER HAMMER ARRESTORS: PROVIDE WATER HAMMER ARRESTORS ON HOT WATER LINES AND COLD WATER LINES. INSTALL
IN UPRIGHT POSITION AT ALL QUICK CLOSING VALVES, SOLENOIDS, ISOLATED PLUMBING FIXTURES, AND SUPPLY HEADERS AT
PLUMBING FIXTURE GROUPS, LOCATE AND SIZE IN ACCORDANCE WITH THE PLUMBING AND DRAINAGE INSTITUTE STANDARD
WH -201, INSTALL WATER HAMMER ARRESTORS BEHIND ACCESS PANELS.
3.7 BACKFLOW PREVENTION: PROTECT PLUMBING FIXTURES AND FAUCETS AGAINST POSSIBLE BACK- SIPHONAGE. ARRANGE FOR
TESTING OF BACKFLOW DEVICES AS REQUIRED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION.
3,8 PLUMBING FIXTURE INSTALLATION: SET FIXTURES LEVEL AND IN PROPER ALIGNMENT WITH RESPECT TO WALLS AND FLOORS
AND WITH FIXTURES EQUALLY SPACED. PROVIDE SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES AND WITH EACH OTHER.
PROVIDE FLUSH VALVES IN ALIGNMENT WITH THE FIXTURE, WITHOUT VERTICAL OR HORIZONTAL OFFSETS. GROUT WALL AND
FLOOR MOUNTED FIXTURES WATERTIGHT WHERE THE FIXTURES ARE IN CONTACT WITH WALLS AND FLOORS.
3,9 PURGING OF POTABLE WATER SYSTEMS: FLUSH AND /OR DISINFECT POTABLE WATER SYSTEM PER ALL LOCAL AUTHORITIES
PRIOR TO PLACING SYSTEM BACK IN SERVICE.
3.10 OTHER TESTING AND ADJUSTING: PROVIDE PERSONNEL AND EQUIPMENT, AND ARRANGE FOR AND PAY THE COSTS OF ALL
REQUIRED TESTS AND INSPECTIONS REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE TESTS SHOW
MATERIALS OR WORKMANSHIP TO BE DEFICIENT, REPLACE OR REPAIR AS NECESSARY, AND REPEAT THE TESTS UNTIL THE
SPECIFIED STANDARDS ARE ACHIEVED. ADJUST THE SYSTEM TO OPTIMUM STANDARDS OF OPERATION.
3.11 FIRE PENETRATIONS: WHERE PIPING PASSES THROUGH FIRE RATED FLOORS, WALLS, OR PARTITIONS, THE SLEEVES SHALL
BE COMPLETELY SEALED WITH A FIRE STOP MATERIAL THAT IS U.L. LISTED (EQUAL TO DOW CORNING) AND ACCEPTED BY THE
BUILDING DEPARTMENT AND FIRE DEPARTMENT AS BEING SUITABLE FOR THE SERVICE. THIS MATERIAL SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS IN ORDER TO MAINTAIN THE FIRE RATING OF THE
PENETRATED WALL, FLOOR, OR PARTITION, INSTALLATION SHALL BE A THROUGH- PENETRATION FIRESTOP SYSTEM INSTALLED AS
TESTED IN ACCORDANCE WITH ASTM E 814 AND UL 1479. THE FIRE RATING SHALL MATCH THE RATING OF THE BARRIER BEING
PENETRATED.
3.12 DEMOLITION: WHERE PLUMBING FIXTURES ARE INDICATED TO BE DEMOLISHED. REMOVE SAME FROM THE PREMISES, CUT
AND CAP WATER, SANITARY, AND DWV VENT PIPING BEHIND FINISHED WALLS, BELOW FLOOR, AND ABOVE FINISHED CEILING SO
NO PIPING IS EXPOSED.
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CHRISTOPHER MENGES�
,,ENGINEERING, INC.,
Mechanical Consulting Engineers
1100 W. Littleton Boulevard, Suite 400
Littleton, Colorado 80120
Ph (720) 283 -3018 Fax (720) 283 -6253
www.mengeseng.com
Specialty Sports Venture P
Arrabelle Patagonia
i
Ex
PLUMBING PLAN
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� A i
! Project i1 1
Date 16 J une 2010
Dra
JWB
Checked by CPM
P1 00
1-011
C�>� .` I ;1 C I: ti L M 1 l
GENERAL REQUIREMENTS
LEGEND
MAINTAINING EXISTING SERVICES
NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT
DEVICES
LIGHTING
8
SINGLE RECEPT. -125V, 15A/20AAS REQUIRED
COMPLETE AND OPERATIONAL INSTALLATION.
RECESSED FLUORESCENT
49
DUPLEX RECEPT: 125V,15A/20A AS REQUIRED
OUTAGE. IF REQUIRED, PROVIDE TEMPORARY POWER DURING OUTAGE.
F
SURFACE FLUORESCENT
FOURPLEX RECEPT. - 125V,15AI20A AS REQUIRED
STANDARDS, INCLUDING THE NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL CODES
I-o-I
FLUORESCENT STRIP LIGHT
(I- CODES), AND LOCAL AMENDMENTS.
HALF - SWITCHED RECEPT. -125V, 15AI20A AS RQ'D
(3) SPARE BREAKERS AND SPACES IN PANELBOARDS AND LOAD CENTERS THAT ARE RECESSED IN
D
LIGHT - TYPE INDICATED ON SCHEDULE
®
SPECIAL PURPOSE RECEPT. -VAND AAS REQUIRED
ALUMINUM CONDUCTORS SHALL BE XHHW 2, INSULATED COMPACT STRAND.
t—i
LIGHT - TYPE INDICATED ON SCHEDULE
®
FLUSH FLOOR OUTLET (DEVICE AS INDICATED)
GOVERNS THE INSTALLATION OF ANY ELECTRICAL WORK. ITEMS SHALL NOT BE INSTALLED IN
��
TRACK LIGHT
F0
CLOCK RECEPTACLE
0
SURFACE MOUNTED FIXTURE
- Pµ,2 -
PLUGMOLD -# INDICATES RECEPTACLE SPACING O.C.
BRANCH - CIRCUIT CONDUCTORS GREATER THAN 20A SHALL BE AS INDICATED ON PLANS OR
0 OR ®
RECESSED FIXTURE
- W+ -
WIREMOLD - AS SPECIFIED ON PLAN
IS IN ANY WAY DEPENDENT UPON, AND BRING ANY DISCREPANCIES OR OMISSIONS FOUND IN THE
0 OR 10-
RECESSED WALL WASHER
PP ■
POWER POLE
Q
PENDANT MOUNTED FIXTURE
PP
POWER/DATA POLE (DIVIDED)
208/120V, 30: PHASE: A - BLACK; PHASE B - RED; PHASE C - BLUE
Ha OR 1.0
WALL MOUNTED FIXTURE
S
SINGLE POLE SWITCH
FIXTURES, WITHIN 10' OF THE SPECIFIED LOCATION, BEFORE THEY ARE INSTALLED AND WITHOUT
0
KEYLESS PORCELAIN LAMP HOLDER -150W
Sz
TWO POLE SWITCH
`L::?
BATTERY PACK EMERGENCY LIGHT
S3
3 -WAY SWITCH
4 �,P
REMOTE EMERGENCY LIGHT
S4
4 -WAY SWITCH
T-M
EXTERIOR EMERGENCY EGRESS LIGHT
DUAL -LEVEL SWITCHING (ALTERNATE LAMPS)
WE
BATTERY PACK FOR REMOTE EMERGENCY LIGHT
S
SWITCH WITH PILOT LIGHT
®
BATTERY PACK EXIT LIGHT
SK
KEY OPERATED SWITCH
4 e
BATTERY PACK EXIT /EM COMBINATION LIGHT
] OR So
DIMMER SWITCH - WATTAGE AS REQUIRED
741 OR NL
INDICATES NON- SWITCHED NIGHT LIGHT
Sr
MECHANICAL TIME SWITCH
EM
INDICATES INTEGRAL EMERGENCY POWER BATTERY
Siv
LOW VOLTAGE SWITCH
UPPERCASE LETTER
ADJACENT TO FIXT. INDICATES FIXTURE TYPE
vp OR Sr
VARIABLE SPEED MOTOR CONTROL SWITCH
LOWERCASE LETTER ADJACENT TO FIXT. INDICATES CONTROL
Scs
CIRCUIT- BREAKER SWITCH - 20A1 P
(2)
OCCUPANCY SENSOR - CEILING MOUNTED
ABBREVIATIONS
<8>
OCCUPANCY SENSOR - WALL MOUNTED
DATALINE OR LOW VOLTAGE SWITCH
AC
ABOVE COUNTER
e DATALINE
-
SWITCH - # = NUMBER OF BUTTONS
AFF
ABOVE FINISHED FLOOR
AFG
ABOVE FINISHED GRADE
SR
LCD TOUCHSCREEN - X = SCREEN SIZE
AFI /AFCI
ARC -FAULT CIRCUIT INTERRUPTER
STO
THERMAL OVERLOAD SWITCH
AIC
AMPERE INTERRUPTING CAPACITY (MINIMUM RATING)
( _-1
PUSH BUTTON
ATS
AUTOMATIC TRANSFER SWITCH
Q
EMERGENCY POWER -OFF SHUNT -TRIP
n
BELL, CHIME, OR BUZZER
CD
CORD DROP
s Q GLG
TIME SWITCH -TORK (DIGITAL)
CEILING MOUNTED
E OR (E)
EXISTING
Q m (D
PHOTOCELL
FLR
FLOOR MOUNTED
$O
SWITCH AND RECEPTACLE GANGED TOGETHER
V D
G OR GND
GROUND
HOOD CONNECTION
GFI /GFCI
GROUND -FAULT CIRCUIT INTERRUPTER
O
THERMOSTAT
IG
ISOLATED GROUND
DAMPER MOTOR
ISC
ILT
AVAILABLE FAULT CURRENT (RMS SYMMETRICAL)
LET - THROUGH FAULT CURRENT (RMS SYMMETRICAL)
POWER DISTRIBUTION
NOR(N)
NEW
SWITCHBOARD OR EQUIPMENT ENCLOSURE
NO /NC
NORMALLY OPEN/NORMALLY CLOSED
--
�*
ELECTRICAL PANEL
O.C.
ON CENTER
R OR (R)
RELOCATE
SWITCH WITH FUSE
ST
SHUNT -TRIP
°-
SWITCH
PULLOUT FUSED DISCONNECT
TL
TWIST -LOCK
TR
TAMPER RESISTANT
-^-
CIRCUIT BREAKER
M2 -jl-
CONTACT - NO - # INDICATES ASSOC. COIL
UC
UNDER COUNTER
M2 -
CONTACT- NC -# INDICATES ASSOC. COIL
LION
UNLESS OTHERWISE NOTED
M2
COIL - # INDICATES ASSOCIATED CONTACT
WP
WEATHER PROOF
OVERLOAD RELAY
XP
EXPLOSION PROOF
KKI 2
KIRK KEY INTERLOCK - # INDICATES RELATED KEYS
FT
TRANSIENT VOLTAGE SURGE SUPPRESSER
PHONE /DATA
AC POWER SOURCE
Q
DC POWER SOURCE
D
DATA OUTLET
A
TELEPHONE OUTLET
NF E:]J
NON -FUSED DISCONNECT SWITCH
4
COMBINATION TELEPHONElDATA OUTLET
[]J
FUSED DISCONNECT SWITCH
An
FLUSH FLOOR OUTLET (DEVICE AS INDICATED)
®
MAGNETIC STARTER OR CONTACTOR
TELEPHONE TERMINAL BOARD
OJ
COMBINATION STARTER
L
TELEPHONE TERMINAL CABINET
oR µ�'
ELECTRIC METER - UTILITY METER U.O.N.
-3oR cT
CURRENTTRANSFORMER
DESIGNATIONS
.(Y
MOTOR
TRANSFER SWITCH
/l
MECHANICAL EQUIPMENT
,D
GENERATOR
REVISION TAG
J/B OR 0
JUNCTION BOX
DETAIL NOTE
CIRCUIT RUN CONCEALED IN WALL OR CEILING
DETAIL NOTE
CIRCUIT RUN IN OR UNDER FLOOR OR IN EARTH
®
KITCHEN EQUIPMENT
CIRCUIT RUN SURFACE MOUNTED
- --«
CONDUIT UP, CONDUIT DOWN
---9
CONDUIT STUB - CAP IF UNDERGROUND
FLEXIBLE CONNECTION TO EQUIPMENT
-.- OR -�
HOMERUN - ARROWS INDICATE # OF PHASE COND.
GROUNDING ELECTRODE
Q
PAD MOUNTED TRANSFORMER
J OR nT
TRANSFORMER
OVERHEAD SERVICE ENTRANCE
C�>� .` I ;1 C I: ti L M 1 l
GENERAL REQUIREMENTS
MANUFACTURED BY LITTELFUSE AND GOULD- SHAWMUT MAY BE SUBSTITUTED.
MAINTAINING EXISTING SERVICES
DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE ALL FITTINGS, JUNCTION BOXES, ETC.
ENCLOSURES FOR EQUIPMENT AND DEVICES SHALL BE SUITABLE FOR THE INSTALLED LOCATION.
REQUIRED. PROVIDE ALL REQUIRED EQUIPMENT, CONDUIT, FITTINGS, WIRING, BOXES, ETC. FOR A
MAINTAIN THE ELECTRICAL SERVICE TO EXISTING TENANTS AND AREAS. ANY SERVICE
COMPLETE AND OPERATIONAL INSTALLATION.
DISCONTINUITY SHALL BE COORDINATED AND APPROVED BY OWNER AND TENANTS PRIOR TO
PROVIDE 3 5/8" DEEP LOAD CENTERS FOR PANELS INSTALLED IN 4" STUD WALLS. PROVIDE
OUTAGE. IF REQUIRED, PROVIDE TEMPORARY POWER DURING OUTAGE.
PANELBOARDS FOR ALL OTHER INSTALLATIONS, UNLESS OTHERWISE NOTED.
WORK AND EQUIPMENT SHALL COMPLY WITH STATE AND LOCALLY ADOPTED CODES AND
STANDARDS, INCLUDING THE NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL CODES
WIRING AND CONDUIT
PROVIDE A 3/4 "C FROM PANEL ENCLOSURES TO NEAREST ACCESSIBLE CEILING SPACE FOR EACH
(I- CODES), AND LOCAL AMENDMENTS.
(3) SPARE BREAKERS AND SPACES IN PANELBOARDS AND LOAD CENTERS THAT ARE RECESSED IN
NEW WIRING SHALL BE THHN/THWN -2, 90 °C INSULATED COPPER UNLESS OTHERWISE NOTED.
A WALL,
ANYTHING DRAWN OR SPECIFIED SHALL NOT BE CONSTRUED TO CONFLICT WITH STATE AND
ALUMINUM CONDUCTORS SHALL BE XHHW 2, INSULATED COMPACT STRAND.
LOCALLY ADOPTED CODES AND STANDARDS, INCLUDING THE NATIONAL ELECTRICAL CODE, WHICH
PROVIDE PANELS AND SWITCHBOARDS BUSSING AND FINGERS TO ACCOMMODATE BREAKERS OR
GOVERNS THE INSTALLATION OF ANY ELECTRICAL WORK. ITEMS SHALL NOT BE INSTALLED IN
THE CONDUCTORS FOR 15A AND 20A BRANCH CIRCUITS SHALL BE #12 THHN /THWN -2, 90 °C
SWITCHES IN ALL AVAILABLE SPACES.
CONFLICT WITH THE NEC. RESOLVE ANY AND ALL CONFLICTS PRIOR TO INSTALLATION.
INSULATED COPPER.
PROVIDE A HINGED COVER FOR PANELBOARDS.
BECOME THOROUGHLY ACQUAINTED WITH THE CONDITIONS UNDER WHICH WORK IS TO BE
BRANCH - CIRCUIT CONDUCTORS GREATER THAN 20A SHALL BE AS INDICATED ON PLANS OR
PERFORMED. EXAMINE ALL SERVICES, EQUIPMENT, AND EXISTING CONDITIONS, WHICH THIS WORK
REQUIRED PER CODE.
PROVIDE A LISTED BREAKER -TIE OR MULTI -POLE BREAKER FOR EACH MULTIWIRE (SHARED
IS IN ANY WAY DEPENDENT UPON, AND BRING ANY DISCREPANCIES OR OMISSIONS FOUND IN THE
NEUTRAL) BRANCH CIRCUIT,
DRAWINGS TO THE ELECTRICAL ENGINEER'S ATTENTION PRIOR TO SUBMITTING BID.
CONDUCTOR INSULATION SHALL BE COLOR CODED AS FOLLOWS:
PROVIDE DISTRIBUTION EQUIPMENT AS MANUFACTURED BY AMERICAN MIDWEST POWER, SQUARE
THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE
208/120V, 30: PHASE: A - BLACK; PHASE B - RED; PHASE C - BLUE
D, ELECTRO- MECHANICAL INDUSTRIES, CUTLER - HAMMER, SIEMENS, ERICKSON ELECTRIC, GE OR
ARCHITECT AND ENGINEER SHALL HAVE THE RIGHT TO ADJUST THE LOCATION OF OUTLETS OR
METRON.
FIXTURES, WITHIN 10' OF THE SPECIFIED LOCATION, BEFORE THEY ARE INSTALLED AND WITHOUT
20 AMPERE BRANCH CIRCUIT HOMERUNS OVER 75' SHALL BE #10AWG CU AND OVER 150' SHALL BE
ADDITIONAL COST. #8AWG CU.
PROVIDE DRAWINGS TO LOCAL BUILDING AUTHORITY AND OBTAIN A PERMIT PRIOR TO STARTING
ANY WORK.
NOTIFY ELECTRICAL ENGINEER OF ANY CHANGES REQUESTED BY THE LOCAL BUILDING AUTHORITY
IMMEDIATELY AND PRIOR TO STARTING WORK.
VERIFY AND COMPLY WITH UTILITY COMPANY REQUIREMENTS. PROVIDE METERING, CONNECTION
CABINETS, CT CABINETS, AND TRANSFORMER AND CONNECTION CABINET PADS PER LOCAL UTILITY
COMPANY REQUIREMENTS.
PROVIDE A REDLINED AS -BUILT SET OF ELECTRICAL DRAWINGS TO OWNER UPON COMPLETION OF
WORK.
ELECTRICAL WORK SHOWN LIGHT OR MARKED "E" IS EXISTING, SHOWN DARK IS NEW, AND SHOWN
DASHED IS EXISTING TO BE REMOVED OR RELOCATED UNLESS OTHERWISE INDICATED. DASHING
MAY ALSO INDICATE UNDER FLOOR OR UNDER GROUND CONDUIT. IF UNCLEAR, CONTACT
ELECTRICAL ENGINEER FOR CLARIFICATION.
EQUIPMENT, WIRING, AND DEVICES SHOWN ARE NEW UNLESS OTHERWISE NOTED.
MAINTAIN CIRCUITING TO EXISTING EQUIPMENT AND DEVICES TO REMAIN.
REFERENCE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
INSTALL EQUIPMENT AND DEVICES PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
NOTIFY ELECTRICAL ENGINEER, PRIOR TO INSTALLING EQUIPMENT AND DEVICES, IF
MANUFACTURER'S INSTALLATION INSTRUCTIONS CONFLICT WITH ELECTRICAL INFORMATION ON
THE THESE DRAWINGS.
ELECTRICALLY OPERATED EQUIPMENT SHOWN ON PLANS, AND NOT CIRCUITED ON THE
ELECTRICAL PLANS, WILL REQUIRE ELECTRICAL SERVICE, CONTACT ELECTRICAL ENGINEER FOR
CONNECTION REQUIREMENTS AND CLARIFICATION PRIOR TO BID. THE COST FOR THIS WORK SHALL
BE INCLUDED IN THE BID.
PROVIDE HANGERS AND SUPPORTS TO ADEQUATELY AND SECURELY SUPPORT ELECTRICAL
SYSTEM COMPONENTS IN A NEAT AND WORKMANLIKE MANNER.
MAINTAIN THE FIRE RATING OF THE ASSEMBLY (CEILING, WALL, OR FLOOR) IN WHICH EQUIPMENT,
WIRING, AND DEVICES ARE TO BE INSTALLED.
SUBMITTALS AND SUBSTITUTIONS
PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWINGS FOR EQUIPMENT, FIXTURES, AND DEVICES
TO ELECTRICAL ENGINEER PRIOR TO PURCHASING. REVIEW, STAMP AND INITIAL ALL ELECTRICAL
SUBMITTALS AND SHOP DRAWINGS CERTIFYING THAT THE SUBMITTALS HAVE BEEN REVIEWED
PRIOR TO SUBMITTING TO ELECTRICAL ENGINEER FOR REVIEW.
EQUIPMENT AND FIXTURES SPECIFIED REPRESENT REQUIRED QUALITY AND PERFORMANCE.
PROVIDE PRODUCT DATA SHEETS AND SHOP DRAWING OF PROPOSED SUBSTITUTIONS TO
SPECIFIED EQUIPMENT TO ELECTRICAL ENGINEER FOR REVIEW. ELECTRICAL ENGINEER SHALL
DETERMINE THE ACCEPTABILITY OF SUBSTITUTIONS TO SPECIFIED EQUIPMENT. REVIEW, STAMP
AND INITIALED ALL ELECTRICAL SUBMITTALS AND SHOP DRAWINGS CERTIFYING THAT SUBMITTALS
HAVE BEEN REVIEWED PRIOR TO SUBMITTING TO ELECTRICAL ENGINEER FOR REVIEW.
SUBMITTALS AND SHOP DRAWINGS ARE TO INCLUDE THE FOLLOWING: KEY TO PLAN DESIGNATIONS,
MANUFACTURER, MODEL NUMBER, DATA SHEETS, QUANTITIES, COLORS, LABELS, DIMENSIONS,
INSTALLATION INSTRUCTIONS, AND ANY ADDITIONAL INFORMATION REQUIRED TO DETERMINE IF
THE PRODUCT MEETS THE DESIGN INTENT.
REQUESTS FOR MODIFICATIONS TO THE CONTRACT (CHANGE ORDERS)
REQUESTS BY CONTRACTOR FOR ADDITION OR REDUCTION TO THE CONTRACT AMOUNT SHALL BE
ACCOMPANIED BY THE FOLLOWING FOR EVALUATION BY THE OWNER AND ENGINEER:
1. ORIGIN AND DATE OF CLAIM
2. QUANTITIES OF PRODUCTS, LABOR, AND EQUIPMENT
3. DOLLAR AMOUNT OF TAXES, OVERHEAD, AND PROFIT
4. JUSTIFICATION FOR ANY CHANGE IN CONTRACT TIME
5. CREDIT AMOUNT FOR DELETIONS (WITH DOCUMENTATION)
6. DATES AND TIMES OF WORK PERFORMED, AND BY WHOM
7. TIME RECORDS AND WAGE RATES PAID
8. INVOICES AND RECEIPTS FOR PRODUCTS AND EQUIPMENT
SUBMIT ALL DOCUMENTATION TO ENGINEER AND OWNER, AND OBTAIN WRITTEN APPROVAL PRIOR
TO STARTING ANY WORK THAT AFFECTS THE CONTRACT AMOUNT OR COMPLETION DATE.
EXISTING CONDITIONS
THESE DRAWINGS CONTAIN INFORMATION REGARDING EXISTING CONDITIONS. THIS INFORMATION
WAS COMPILED FROM EXISTING DRAWINGS OR CASUAL FIELD OBSERVATIONS. IN SOME CASES,
ASSUMPTIONS WERE MADE WHEN FIELD OBSERVATIONS OR EXISTING DRAWINGS DID NOT
PROVIDE NECESSARY INFORMATION (I.E. LOCKED DISCONNECTS, NO WIRE SIZE INDICATED,
NAMEPLATE DATA MISSING, INACCURATE AS -BUILT DRAWINGS, ETC.).
EXISTING CONDITIONS SHALL BE VERIFIED AND ALLOWED FOR PRIOR TO BID AND CONSTRUCTION.
NOTIFY THE ELECTRICAL ENGINEER OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY
AND PRIOR TO COMMENCING ANY FURTHER WORK.
THE ELECTRICAL DRAWINGS ARE ONLY ONE PART OF A COMPLETE SET OF CONSTRUCTION
DOCUMENTS. EXAMINE THE ARCHITECTURAL, MECHANICAL, PLUMBING, AND CIVIL DRAWINGS
PRIOR SUBMITTING BID AND STARTING WORK TO DETERMINE THE FULL EXTENT OF ELECTRICAL
WORK REQUIRED.
COORDINATE WORK WITH OTHER TRADES PRIOR TO ROUGH -IN. COORDINATION SHALL INCLUDE
REVIEWING THE ARCHITECTURAL, MECHANICAL, PLUMBING, ETC. DRAWINGS AND SHOP DRAWINGS
PRIOR TO BID AND CONSTRUCTION.
OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA, MANUFACTURER'S WIRING DIAGRAMS AND
MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT PROVIDED BY OTHERS.
THE FINAL LOCATION OF EQUIPMENT SHALL BE COORDINATED IN THE FIELD, PRIOR TO ROUGH -IN,
TO MEET APPLICABLE LOCATION, HEIGHT AND CLEARANCE REQUIREMENTS.
T�914191i1i;'
DISCONNECT WIRING TO EQUIPMENT, DEVICES, AND FIXTURES TO BE REMOVED. REMOVE
EQUIPMENT, WIRING, DEVICES AND CONDUIT NOT BEING USED. FIELD VERIFY EXISTING
CONDITIONS TO DETERMINE EXTENT OF DEMOLITION WORK. REFERENCE ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION.
MAINTAIN THE ELECTRICAL SERVICE TO EXISTING EQUIPMENT AND DEVICES TO REMAIN.
THE MAXIMUM NUMBER OF CONDUCTORS IN A CONDUIT FOR A 30 SYSTEM SHALL BE THREE (A0,
B0, CO), NOT INCLUDING NEUTRAL AND EQUIPMENT GROUNDING CONDUCTORS, UNLESS
OTHERWISE INDICATED. CONDUIT SIZE SHALL BE BASED UPON NEC CHAPTER 9 AND ANNEX C.
MORE THAN 3 CURRENT - CARRYING CONDUCTORS MAY BE INSTALLED IN A RACEWAY IF THE
APPROPRIATE AMPACITY-DERATING FACTORS ARE APPLIED.
THE MAXIMUM NUMBER OF CONDUCTORS IN A CONDUIT FOR A 10 SYSTEM SHALL BE TWO (A0, 130),
NOT INCLUDING NEUTRAL AND EQUIPMENT GROUNDING CONDUCTORS UNLESS OTHERWISE
INDICATED. CONDUIT SIZE SHALL BE BASED UPON NEC CHAPTER 9 AND ANNEX C. MORE THAN 3
CURRENT- CARRYING CONDUCTORS MAY BE INSTALLED IN A RACEWAY IF THE APPROPRIATE
AMPACITY- DERATING FACTORS ARE APPLIED.
PROVIDE A DEDICATED NEUTRAL FOR EACH LINE -TO- NEUTRAL CIRCUIT UNLESS A MULTI -POLE
BREAKER, WHICH DISCONNECTS ALL PHASE CONDUCTORS THAT SHARE A NEUTRAL, IS PROVIDED
(LISTED BREAKER -TIES ARE PERMITTED) .
PROVIDE AN INSULATED EQUIPMENT GROUNDING CONDUCTOR WITH ALL FEEDERS AND
BRANCH - CIRCUIT WIRING.
INCREASE CONDUIT SIZE AS REQUIRED TO ACCOMMODATE EQUIPMENT GROUNDING CONDUCTOR.
CONDUIT SHALL BE CONCEALED IN WALLS, FLOOR OR CEILING IN FINISHED AREAS UNLESS
OTHERWISE INDICATED.
IN FINISHED AREAS, WHERE CONDUIT AND CABLE CAN NOT BE CONCEALED IN WALLS OR CEILINGS
(I.E. EXISTING MASONRY CONSTRUCTION), PROVIDE WIREMOLD OR EQUAL SURFACE MOUNTED
RACEWAY AS APPROVED BY ARCHITECT OR ENGINEER.
THE TYPE OF CONDUIT SHALL BE AS FOLLOWS FOR ALL FEEDERS AND BRANCH CIRCUITS, UNLESS
OTHERWISE SPECIFIED OR REQUIRED. REFERENCE THE NEC FOR ADDITIONAL APPLICATION
REQUIREMENTS.
APPLICATION TYPE OF CONDUIT
IN CONCRETE OR MASONRY EMT, GRC OR PVC
OUTDOORS (ABOVE GRADE) EMT OR GRC
BRANCH CIRCUITS (EXPOSED) EMT OR GRC
BRANCH CIRCUITS (CONCEALED) MC CABLE OR EMT
SUPPLY TO DISTRIBUTION PANELS EMT OR GRC
UNDERGROUND PVC SCHED. 40 OR
80 AS REQ'D
FINAL CONNECTIONS TO MECHANICAL OR VIBRATING EQUIPMENT, SUCH AS MOTORS AND
TRANSFORMERS, SHALL BE MADE WITH FLEXIBLE METAL CONDUIT, FINAL CONNECTIONS TO LIGHT
FIXTURES SHALL BE MADE WITH FLEXIBLE METAL CONDUIT WITH A MAXIMUM LENGTH OF 6'.
INSTALL CONDUIT EXPOSED TO SUNLIGHT ON ROOFTOPS A MINIMUM OF 12" ABOVE ROOF
SURFACE.
PROVIDE PVC COATED GRC FOR ELBOWS IN PVC CONDUIT RUNS.
ALL CONDUITS AND CABLES PASSING THROUGH RATED WALLS, FLOORS OR CEILINGS SHALL BE
FIRE STOPPED WITH APPROVED FIRE BARRIER CAULK. INSTALL CAULK PER MANUFACTURE'S
INSTRUCTIONS AND MAINTAIN THE RATING OF THE WALL, FLOOR, OR CEILING BEING PENETRATED.
DEVICES
DEVICE AND FACEPLATE COLOR SHALL BE AS SPECIFIED BY THE ARCHITECT OR TO MATCH
EXISTING. COORDINATE FACEPLATE AND DEVICE COLORS WITH ARCHITECT, INTERIOR DESIGNER
AND OWNER PRIOR TO PURCHASING AND INSTALLING DEVICES AND FACEPLATES.
PROVIDE HEAVY -DUTY GRADE SWITCHES AND RECEPTACLES.
PROVIDE GFI PROTECTION FOR 120V, 15A AND 20A RECEPTACLES INSTALLED IN THE FOLLOWING
NON- DWELLING LOCATIONS: BATHROOMS, KITCHENS, ROOFTOPS, OUTDOORS, SINKS (WITHIN 6' OF
OUTSIDE EDGE OF SINK), FEEDING ELECTRIC WATER COOLERS, AND LOCATIONS INDICATED ON
POWER PLAN.
PROVIDE WEATHER- RESISTANT RECEPTACLES FOR RECEPTACLES INSTALLED IN DAMP OR WET
LOCATIONS.
PROVIDE HUBBELL RECEPTACLES WITH THE APPROPRIATE NEMA CONFIGURATION FOR
RECEPTACLES SHOWN ON THE ELECTRICAL PLAN.
PROVIDE V CORD AND PLUG FOR SPECIAL - PURPOSE RECEPTACLES IF EQUIPMENT TO BE
INSTALLED IS NOT SUPPLIED WITH A CORD AND PLUG.
PROVIDE FLOOR - MOUNTED DEVICE COVERS MOUNTED FLUSH WITH THE FINISHED FLOOR
SURFACE.
PROVIDE WIRING DEVICES AS MANUFACTURED BY HUBBELL, PASS AND SEYMOUR, LEVITION,
WATT - STOPPER, LUTRON OR EQUAL.
COORDINATE MOUNTING HEIGHTS OF SWITCHES, RECEPTACLES, PHONE OUTLETS, DATA CUTLETS,
TV OUTLETS, AND LIGHT FIXTURES WITH ARCHITECTURAL DRAWINGS.
THE MOUNTING HEIGHT FOR DEVICES SHALL BE AS INDICATED BELOW, UNLESS OTHERWISE
NOTED. MOUNTING HEIGHTS ARE TO CENTER OF DEVICE, UNLESS OTHERWISE NOTED. MATCH
MOUNTING HEIGHT OF EXISTING DEVICES IF APPLICABLE,
GENERAL RECEPTACLES (COMMERCIAL) @18" AFF
ABOVE COUNTER RECEPTACLES AND SWITCHES @ 2" ABOVE
COUNTER OR BACKSPLASH TO BOTTOM OF DEVICE
(COORDINATE WITH ARCHITECT)
LIGHT SWITCHES @ 48" AFF
LIGHT SWITCHES IN BATHROOMS @ 44" AFF
TELEPHONE OUTLETS @ 18" AFF
TELEPHONE OUTLET (WALL MOUNTED) 54" AFF
CLOCK CUTLETS @ 7' -6" AFF
TV OUTLETS (COMMERCIAL) @ 18" AFF
DATA/PHONE OUTLETS (COMMERCIAL) @ 18" AFF
PROVIDE "IN -USE" WEATHERPROOF COVER FOR EXTERIOR RECEPTACLES.
COMPLY WITH ADA STANDARDS FOR MOUNTING HEIGHTS AND LOCATIONS.
DEVICES IN THE SAME LOCATION AND AT THE SAME MOUNTING HEIGHT SHALL BE MOUNTED UNDER
A COMMON WALL PLATE.
DISTRIBUTION EQUIPMENT
PROVIDE DISTRIBUTION PANELS, DISCONNECTS, CONTACTORS, ETC. OF VOLTAGE, AMPERAGE,
PHASE, AND SHORT - CIRCUIT RATINGS AS INDICATED ON PLANS.
FUSES SPECIFIED ARE AS MANUFACTURED BY BUSSMANN. THE SAME CLASS OF FUSE AS
THE MOUNTING HEIGHT FOR DISTRIBUTION EQUIPMENT SHALL BE AS INDICATED BELOW, UNLESS
OTHERWISE NOTED.
PANELS /LOADCENTERS - V AFF MAX TO CENTER OF TOP HANDLE
CT CANS - 2' AFF MIN, 6' AFF MAX TO CENTER OF CTS
DISCONNECT SWITCHES - 6' -6" AFF MAX TO CENTER OF HANDLE
SINGLE UTILITY METER - 4' MIN, 6' MAX TO CENTER OF METER
METER CENTER - V MIN, 6' MAX TO CENTER OF METERS
PROVIDE BRASS TAG (ATTACHED WITH BRASS SCREWS), INDICATING UNIT SERVED, ON SERVICE
DISCONNECTS, FEEDER DISCONNECTS, AND METERS SERVING MULTI - TENANT FACILITIES.
PROVIDE A TYPED PANEL SCHEDULE WITH LOAD DESCRIPTIONS FOR PANELS AFFECTED BY THIS
PROJECT.
PROVIDE A PHENOLIC LABEL ON EACH NEW OR RENAMED PANEL INDICATING THE PANEL NAME.
MECHANICAL EQUIPMENT
REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS OF MECHANICAL
EQUIPMENT.
ELECTRICALLY OPERATED EQUIPMENT SHOWN ON THE MECHANICAL PLANS AND NOT SHOWN ON
THE ELECTRICAL PLANS WILL REQUIRE ELECTRICAL SERVICE. CONTACT ELECTRICAL ENGINEER
FOR CONNECTION REQUIREMENTS PRIOR TO BID. THE COST FOR THIS WORK SHALL BE INCLUDED
IN THE BID.
VERIFY MECHANICAL EQUIPMENT NAMEPLATE DATA (VOLTAGE, PHASE, FLA, MCA, MOCP, ETC.)
PRIOR TO ROUGH -IN. NOTIFY ELECTRICAL ENGINEER IN WRITING OF ANY DISCREPANCIES WITH
THESE DRAWINGS IMMEDIATELY AND PRIOR TO COMMENCING ANY FURTHER WORK.
MECHANICAL CONTRACTOR SHALL PROVIDE STARTERS FOR MECHANICAL EQUIPMENT.
MECHANICAL CONTRACTOR SHALL PROVIDE CONDUIT, WIRE, AND DEVICES FOR MECHANICAL
EQUIPMENT CONTROLS, UNLESS OTHERWISE INDICATED ON THE ELECTRICAL DRAWINGS.
ELECTRICAL CONTRACTOR SHALL PROVIDE MECHANICAL EQUIPMENT CONTROL WIRING, CONDUIT,
AND DEVICES IF INDICATED ON THE ELECTRICAL DRAWINGS. NOTIFY ELECTRICAL ENGINEER IN
WRITING OF ANY DISCREPANCIES WITH THESE DRAWINGS IMMEDIATELY AND PRIOR TO
COMMENCING ANY FURTHER WORK.
REFERENCE MECHANICAL DRAWINGS FOR LOCATIONS OF FIRE SMOKE DAMPERS AND CONTROL
REQUIREMENTS OF MECHANICAL EQUIPMENT. PROVIDE 120V TO FIRE SMOKE DAMPERS AND
PROVIDE EITHER DUCT OR SMOKE DETECTORS AS REQUIRED. CONNECT DETECTORS TO FIRE
ALARM SYSTEM IF APPLICABLE. MECHANICAL (RETURN AIR) UNITS OVER 2000CFM REQUIRE A
SMOKE DETECTOR TO SHUT UNIT OFF UPON ACTIVATION OF SMOKE DETECTOR. CONNECT
DETECTORS TO FIRE ALARM SYSTEM IF APPLICABLE.
PROVIDE EWZ201 FOR MECHANICAL EQUIPMENT CONTROLLED BY A TIME SWITCH, PROVIDE
CONTACTOR RATED FOR THE MECHANICAL LOAD BEING CONTROLLED.
TELEPHONE, DATA. AND CABLE OUTLETS
PROVIDE A 4 "X4" JUNCTION BOX WITH SINGLE -GANG PLASTER RING AND A 3/4" CONDUIT WITH PULL
STRING TO NEAREST ACCESSIBLE CEILING SPACE FOR EACH WALL MOUNTED PHONE, DATA, AND
CABLE OUTLET.
PROVIDE A FLUSH FLOOR BOX WITH FLUSH FACE PLATE AND A 3/4" CONDUIT WITH PULL STRING TO
NEAREST ACCESSIBLE CEILING SPACE FOR EACH FLOOR MOUNTED PHONE, DATA, AND CABLE
OUTLET,
LIGHTING
PROVIDE LIGHT FIXTURES AS INDICATED ON LIGHTING PLAN OR FIXTURE SCHEDULE.
THE MOUNTING HEIGHT FOR LIGHT FIXTURES SHALL BE AS INDICATED ON THE FIXTURE SCHEDULE,
ARCHITECTURAL ELEVATIONS, OR AS SHOWN BELOW, UNLESS OTHERWISE NOTED. MATCH
MOUNTING HEIGHT OF EXISTING LIGHT FIXTURES IF APPLICABLE.
INSTALL EXIT AND EMERGENCY LIGHTS @ 6" BELOW CEILING TO TOP OF FIXTURE WITH A MAXIMUM
MOUNTING HEIGHT OF10' AFF.
PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH LIGHTING CIRCUIT.
MAKE CONNECTIONS TO LIGHT FIXTURES USING BUILDING WIRE WITH INSULATION SUITABLE FOR
TEMPERATURE CONDITIONS WITHIN THE LUMINAIRE,
MAINTAIN THE FIRE RATING OF THE ASSEMBLY (CEILING OR WALL) IN WHICH LIGHT FIXTURES ARE
TO BE INSTALLED. PROVIDE FIRE -RATED FIXTURES OR PROVIDE BOX AROUND FIXTURES AS
MANUFACTURED BY TENMAT, EZ BARRIER OR EQUAL.
FIRE /SPRINKLER ALARM AND DETECTION SYSTEM
PROVIDE MODIFICATIONS AND EXTENSIONS TO THE EXISTING FIRE ALARM AND DETECTION
SYSTEM.
ALARM AND DETECTION SYSTEM SHALL BE DESIGN /BUILD. PROVIDE ALL COMPONENTS NECESSARY
FOR A COMPLETE AND OPERATIONAL SYSTEM, REGARDLESS OF WHETHER SHOWN IN THE
CONTRACT DOCUMENTS OR NOT.
ALARM AND DETECTION SYSTEM SHOP DRAWINGS SHALL BE PREPARED BY THE SYSTEM SUPPLIER
AND SIGNED AND SEALED BY A COLORADO LICENSED PROFESSIONAL ENGINEER, SHOP DRAWINGS
SHALL INCLUDE DEVICE LOCATIONS, WIRING DIAGRAM, EQUIPMENT SPECIFICATIONS, BATTERY
CALCULATIONS, VOLTAGE DROP CALCULATIONS, SEQUENCE OF OPERATION AND OTHER DETAILS
REQUIRED BY THE LOCAL BUILDING DEPARTMENT, IFC AND NFPA 72 WITH LOCAL AMENDMENTS,
THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE IBC, IFC,
NFPA 72 AND LOCAL CODES AND ORDINANCES. SHOP DRAWINGS SHALL BE SUBMITTED TO THE
BUILDING DEPARTMENT AND FIRE DEPARTMENT AS A DEFERRED SUBMITTAL. SHOP DRAWINGS
SHALL BE APPROVED PRIOR TO PURCHASING ANY EQUIPMENT OR STARTING ANY WORK.
Kazin & Associates
Consulting Electrical: Engineers
Est. 1984
Village Square at Lone Tree
9364 Teddy Lane Suite 101, Lone Tree, CO 80124.2873
(720) 489 -1609 * Fax (720) 489 -1611
Project Number: Q 2010
Specialty Sports Venture
Arrabelle Patagonia
Expansion
ELECTRICAL SPEC'S
& LEGEND
Project Number 5707
Date 16 JUNE 2010
Drawn by DMK
Checked by BEK
E001
Scale AS NOTED
17 i 19 20 r' 21 (22' 23 ,4 24 24. 25.4 2
PANEL NAME
NE7
NOTES:
1
2
3
4
5
6
(USED AS INDICATED ON SCHEDULE)
INCLUDED IN LOAD SUMMARY AT THE BOTTON OF SCHEDULE
PANEL TYPE
EXISTING - RELOCATE
VOLTAGE
208 / 120
PHASE
3 WIRE 4
PANEL SIZE
200 AMPS
MAIN BREAKER
200A3P
MINIMUM AIC BREAKERS
10,000 FULLYRATED
PANEL NOTES
NOTE
DESCRIPTION
REC
LTG
MTR
MISC
KIT
BKR
#
(D
#
BKR
KIT
MISC
MTR
LTG
REC
DESCRIPTION
NOTE
FCU2 (E)
554
15(E)
1
A
2
20(E)
768
STORAGE LIGHTING (E)
FCU2 (E)
554
15(E)
3
B
4
20(E)
600
DRESSING LIGHTING (E)
FCU2 (E)
554
15(E)
5
C
6
20(E)
600
CASH WRAP LIGHTING (E)
FCU2 (E)
554
15(E)
7
A
8
20(E)
1200
RECESSED LTG (E)
FCU2 (E)
554
15(E)
9
B
10
20(E)
1200
RECESSED LTG (E)
FCU2 (E)
554
15(E)
11
C
12
20(E)
600
PENDANTS (E)
TV (E)
600
20(E)
13
A
14
20(E)
1200
BALL LTG (E)
TV (E)
600
20(E)
15
B
16
20(E)
1200
BALL LTG (E)
TV (E)
600
20(E)
17
C
18
20(E)
1800
TRACK (E)
RECEPT (E)
1260
20(E)
19
A
20
20(E)
1800
TRACK (E)
SPARE
20(E)
21
B
22
20(E)
1800
TRACK (E)
1
SHOW WINDOW (E)
20(E)
23
C
24
20(E)
1800
TRACK (E)
1
SHOWVNINDOW(E)
20(E)
25
A
26
20(E)
128
E HISTORY BOX
1
SHOWWINDOW(E)
15(E)
27
B
28
20(E)
128
N HISTORY BOX
RECEPT (E)
720
15(E)
29
C
30
20(E)
128
LARGE LT BOX
CASH WRAP RECEPT (E )
720
15(E)
31
A
32
20(E)
720
RECEPT (E)
CASH WRAP RECEPT (E )
720
15(E)
33
B
34
20(E)
720
FLOOR RECEPT (E)
TV (E)
600
15(E)
35
C
36
20(E)
720
FLOOR RECEPT (E)
SPARE
20(E)
37
A
38
20(E)
1800
TRACK
EH -1 (E)
2000
30(E)
39
B
40
20(E)
SPARE
EH -1 (E)
2000
30(E)
41
C
42 1
20(E)
SPARE
3.4
0.0
0.0
9.7
0.0
TOTAL (KVA)
0.0
0.0
0.0
16.8
2.2
RECEPT < 10KVA
RECEPT> 10KVA
LIGHTING
LARGEST MOTOR
MISCELLANEOUS
KITCHEN EQUIPMENT
SHOW WINDOW LIGHTING
TRACK LIGHTING
EXISTING PEAK DEMAND
ADDITIONAL LOADS
TOTAL 1
PHASE A
PHASE B
PHASE C
CONN. LOAD (KVA)
5.6
0.0
16.8
0.0
9.7
0.0
8.0
0.0
0.0
0.0
40.1
14.0 KVA
12.7 KVA
13.3 KVA
NEC MULTIPLIER
100%
50%
125%
125%
100%
65%
125%
125%
125%
100%
I
NEC LOAD (KVA)
5.6
0.0
20.9
0.0
9.7
0.0
10.0
0.0
0.0
0.0
1 46.2
TOTAL K 46.2 KVA
TOTAL AMPS 128.4 AMPS
O 2010 - KAZIN & ASSOC. -- ALL RIGHTS RESERVED
SCALE: 1/8" =1' -0"
PANEL - I 1_ PANEL -- I PANEL _ F - PANEL
NE7 ; ; NE6 ; ; SE6 ; ; SE5
17 19 1 20 ? ( 21 :a 2 23 ; 2 •
1 2 . i
25.4 2 ,
j � _
"' 1 !
C
i
t ( ( RECONNECT TO TRACK
F fj
LP
__a._ __--,
LIGHTING TO TRACK
_ _ RCU ASS _�_
SHOWN -
{
I � � � _ � , . t . �( •_'�1. ___ she'= �_ � � I ' 1 . �i�'` \
X \I
PATAGONI
tA
1
,
r :
i
6
i
K1 j
I'.
I
{
3
_ {
L_ O
E (. I
__.
I
1 N 7
.- _ OCAT ST G
ExI.lrTra (R) (R) (R) I I SWI CH SANK-
XIT „ACBSSIF _ s i j 1tlidG RC3C+ { ' I'
FITTING 'd = _. VESTIBUL8 ! I j) f
:� - = I i .._7 BACKSTOC K
R
J i F3AGK O _. _ I ( I OFf l 6 {
e�.. . 41j i ip E { ' ITT p' A , f
L , OFF I �' `)1 I 1i 2 G R O
,
I i L�
CHAIN HANG @ 8'AFF
1 REMOVE EXISTING GYP Br. C LIN" FROM STRUCTURE
ABOVE
EXISTINGONE -LINE DIAGRAM NORTH
NOT TO SCALE LIGHTING PLAN
SCALE: 1/8" =1' -0"
Kazin & Associates
Consulting Electrical Engineers
Est, X984
Village Square at Sane Tree
9364 Teddy Lane Suite 101, Lone Tree, CO 80124 -2873
(720)489 -1609 ' Fax(720)489 -1611
Project Number: Qc 2010