HomeMy WebLinkAboutPERMIT New Suites Black Canyon Suites 800 MacGregor Ave 2018-11-30
E0.0
Sheet No:
.
11/21/2018
PERMIT ISSUE6
Sheet Title:
TOTAL:
CEILING MOUNT SPEAKERWALL MOUNT SPEAKERWIRELESS ACCESS POINTCCTV SYSTEM CAMERAVOLUME CONTROL STATIONA/V SYSTEM SCREEN OUTLETMICROPHONE INPUT JACKPLYWOOD MOUNTING BACKBOARD,3/4" THICK,
8'-0" TALL, WIDTH ASDRAWN, WHITE FIRE RETARDANTPAINT FINISH, #6 CU GROUND WIREEQUIPMENT ROOMTELECOM ROOMCARD READER, +48" AFF UONWALL MOUNT BELL
JJ
SSCV
M
TVTR
ERCR
WAP
PERMIT
11/21/2018
Issue:Date:
ELECTRICAL DRAWING INDEX
TELECOM SYMBOLS LIST
(NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS)
D = DATAV = VOICEP = POINT-OF-SALE# = QUANTITY OF CABLES/RJ45 JACKS, EACH
TELECOM OUTLET: PROVIDE FLUSH MOUNT4S JUNCTION BOX WITH 2-GANG OPENING ANDMUD-RING. ROUTE (1) 3/4" CONDUIT TOACCESSIBLE ABOVE CEILING SPACE COMPLETEWITH PULLSTRING. FUTURE CABLING
BY OTHERS.TELECOM OUTLET COMPLETE WITH CABLING/,JACKS, CONVENTIONS AS FOLLOWS:FLUSH FLOOR TELECOM OUTLETTELECOM RACK, 2-POST, 45U, UONTELECOM RACK, 4-POST, 45U, UONTELECOM CABINET,
FLUSH MOUNTTELECOM CABINET, SURFACE MOUNTA/V SYSTEM INTERFACE TOUCHPAD,+48'' AFF UONCLOCK OUTLETWALL MOUNT PUBLIC ADDRESSSYSTEM SPEAKER
ISSUED FOR CONSTRUCTIONISSUED FOR REFERENCE ONLY
SHEET TITLEELECTRICAL INDEX, LEGEND AND SCHEDULESELECTRICAL SPECIFICATIONSELECTRICAL ONE-LINE AND SCHEDULESWALK-OUT LEVEL ELECTRICAL PLANGROUND LEVEL ELECTRICAL PLANTYPICAL ROOM ELECTRICAL
PLANS
J
P
D2V2D1/V1
AVI
E0.0E0.1E1.0E2.0E2.1E3.0
SHEET
NUMBER
Suites
SWITCH, SINGLE POLESWITCH, THREE POLEDIMMER SWITCH, SINGLE POLEDIMMER SWITCH, THREE POLESWITCH, MANUAL MOTOR STARTEROCCUPANCY SWITCH, SINGLE POLE,DUAL-TECHNOLOGY, UONCEILING MOUNTED
OCCUPANCY SWITCH,SINGLE POLE, DUAL-TECHNOLOGY, UONCEILING MOUNTED DAYLIGHTSENSOR, 0-10V UONCONTROL STATIONJUNCTION BOXDUPLEX RECEPTACLEDOUBLE DUPLEX RECEPTACLEDUPLEX RECEPTACLE, GFCIDUPLEX
RECEPTACLE, HALF-SWITCHEDDUPLEX RECEPTACLE, ISOLATED GROUNDSPECIALTY RECEPTACLE (NEMA/IEC)DUPLEX RECEPTACLE - CEILING MOUNTEDFLUSH FLOOR DUPLEX RECEPTACLERECESSED CLOCK RECEPTACLEILLUMINATED
SIGNAGECOMBINATION DISCONNECT/MOTORSTARTER, 30 AMP, SIZE '1' UONDISCONNECT SWITCH, NON-FUSED,HEAVY-DUTY, 30 AMP, UONDISCONNECT SWITCH, FUSED,HEAVY DUTY, 30 AMP, UONCONTACTORPHOTOCELLVARIABLE
FREQUENCY DRIVEDISTRIBUTION TRANSFORMERTYPICALUNLESS OTHERWISE NOTEDNIGHT LIGHT (UNSWITCHED)FUSE PER EQUIPMENT NAMEPLATEEXISTING TO BE RELOCATEDFURNISHED BY OTHERSUNDEROUNTER
S
a3a3Ma
JJJ
JFT
N
SSSS
DO
aaDSPCNL
OC
U/C
VFDTYP
UONFBO
(E/R)
SIGN
FPEN
Black Canyon Resort LLC
ELECTRICAL SYMBOLS LIST(NOT ALL SYMBOLS MAY APPEAR IN THESE DRAWINGS)
RECESSED MOUNTED LINEARSURFACE MOUNTED LINEARFLANGED MOUNTED LINEARSUSPENDED MOUNTED LINEARLINEAR STRIPWALL MOUNTED LINEARWALL BRACKETOPEN DOWNLIGHT, SURFACE OR RECESSEDRECESSED ADJUSTABLE
DOWNLIGHTPOLE MOUNTED LIGHTTRACK AND TRACK HEADDECORATIVE FIXTURELIGHTING CONTROL STATIONEXIT SIGN, SINGLE FACE, CHEVRONS ASINDICATEDEXIT SIGN, DUAL FACE, CHEVRONS ASINDICATEDEXIT SIGN,
SINGLE FACE, CHEVRONS ASINDICATED, INTEGRAL EMERGENCY LIGHTEXIT SIGN, LOW-LEVELSHADING INDICATES WIRING DEVICES ONEMERGENCY POWER SOURCETWIN-HEAD EMERGENCY LIGHTHOMERUN: (6) #12 AWG
+ (1) #12 AWG GRD,CU, TO PANEL 'LA' CIRCUITS 1, 3, 5 - 3/4''CCIRCUITING IN WALL OR ABOVE CEILINGCIRCUITING IN FLOOR OR BELOW GRADECIRCUITING WITH ISOLATED GROUNDCONDUCTORMECHANICAL/PLUMBING
EQUIPMENTDESIGNATIONPANELBOARD, FLUSH MOUNTPANELBOARD, SURFACE MOUNTPOWER/TELECOM RISERCOUNTERGROUNDRELOCATEDEXISTING TO BE REMOVEDHORSEPOWEREXISTING TO REMAINWEATHER-PROOFOVERHEAD
J1#
(R)(X)HP(E)
WP
O/H
LCSLA-1,3,5FCUCTR
GRD
Page 2 of 4Page 4 of 4
Report date: 11/26/18Report date: 11/26/18
DateDate
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
A R C H I T E C T U R E P. C.
SignatureSignature
BASIS
Architecture, P.C.
of the nonexempt lighting.controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middlelamp luminaires independently
of other lamps, or switching each luminaire or each lamp.
Lighting in stairways or corridors that are elements of the means of egress. Only one luminaire in space. An occupant-sensing device controls the area. The area is a corridor, storeroom,
restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or
security. Lighting intended for 24 hour use. Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Lighting that has been claimed as exempt
and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. Emergency lighting
that is automatically off during normal building operation. Lighting that is controlled by motion sensor.
Exceptions:Exceptions:Exceptions:Exceptions:
Name - TitleName - Title
5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. 7. Medical task lighting or art/history display lighting claimed to be exempt
from compliance has a control device independent of the control 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50
percent by either 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. 10.Photocell/astronomical time switch on exterior lights. 11.Tandem wired one-lamp and
three-lamp ballasted luminaires (No single-lamp ballasts).Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specificationsand
other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2009 IECCrequirements in COMcheck-Web and to comply with the mandatory
requirements in the Requirements Checklist.Project Title: Black Canyon SuitesData filename:Exterior Lighting PASSES: Design 55% better than code.Compliance Statement: The proposed exterior
lighting design represented in this document is consistent with the building plans, specificationsand other calculations submitted with this permit application. The proposed lighting
system has been designed to meet the 2009 IECCrequirements in COMcheck-Web and to comply with the mandatory requirements in the Requirements Checklist.Project Title: Black Canyon SuitesData
filename:
Page 1 of 4Page 3 of 4
288
E
2548
1337
(C X D)
400575
D211175
E
F575575
48825093
(B x C)
Watts
(C X D)
Report date: 11/26/18Report date: 11/26/18
Proposed
Allowed Watts5248
D
Watt.19.1
Fixture
D2525
E689689689600
Watt.
Fixture
1Watts
(B x C)
6
Allowed
0.7
C4970
# of
C
7
Fixtures
C
16
Allowed
# of
Watts / ft2
Total Proposed Watts = 4173Fixtures
D
111
Yes
B
Wattage
Tradable
Total Allowed Watts =
11
Lamps/Fixture
B
Fixture
Lamps/
Designer/Contractor:Designer/Contractor:
B211
C
(ft2)6974Total Tradable Proposed Watts =
Total Allowed Watts =
/ Unit
Watts0.25
Total Tradable Watts* =
Allowed
Floor Area
Total Allowed Supplemental Watts** =
B
YES
Complies2756 ft2
Quantity
Owner/Agent:Owner/Agent:
4173
A
A
Proposed Watts
A
Area Category
Generated by COMcheck-Web SoftwareGenerated by COMcheck-Web Software
CertificateCertificate
Interior Lighting ComplianceExterior Lighting Compliance
A
5093
Allowed Watts
Exterior Area/Surface
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast
separate switch for general area lighting.
Compliance: Passes.
vertical fenestration.areas/surfaces, total proposed watts must be less than or equal to total allowed watts.switch.
Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. Daylight spaces enclosed by walls or ceiling height partitions
and containing two or fewer light fixtures are not required to have a Areas designated as security or emergency areas that must be continuously illuminated.
Exceptions:Exceptions:Exceptions:
Controls, Switching, and Wiring:Controls, Switching, and Wiring:
Lighting Wattage:Lighting Wattage:Exterior Lighting Efficacy:
LED: A: CAN: Other:LED: B: CAN: Other:LED: C: INDUSTRIAL: Other:LED: F: WALL MOUNT: Other:LED: D: WALL MOUNT: Other:
SUITES (Multifamily, 6974 sq.ft.)STORAGE/MECH RM (Office, 211 sq.ft.)SUITES ENTRY (Entry canopy, 2756 ft2): Tradable Wattage
Construction Site:SUITES (Multifamily)STORAGE/MECH RM (Office) 1. Total proposed watts must be less than or equal to total allowed watts. 2. Daylight zones under skylights more than
15 feet from the perimeter have lighting controls separate from daylight zones adjacent to 3. Daylight zones have individual lighting controls independent from that of the general
area lighting. 4. Independent controls for each space (switch/occupancy sensor).Construction Site:SUITES ENTRY (Entry canopy)* Wattage tradeoffs are only allowed between tradable areas/surfaces.**
A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. 1. Within each non-tradable area/surface, total proposed
watts must be less than or equal to total allowed watts. Across all tradable 2. All exemption claims are associated with fixtures that have a control device independent of the control
of the nonexempt lighting. 3. Lighting not designated for dusk-to-dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time 4. Lighting designated
for dusk-to-dawn operation is controlled by an astronomical time switch or photosensor. 5. All time switches are capable of retaining programming and the time setting during loss of
power for a period of at least 10 hours. 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt.
Energy Code: 2009 IECCProject Title: Black Canyon SuitesProject Type: New Construction Interior Lighting PASSES: Design 18% better than code.Project Title: Black Canyon SuitesData filename:Energy
Code: 2009 IECCProject Title: Black Canyon SuitesProject Type: New ConstructionExterior Lighting Zone: 2 (Residential mixed use area)Project Title: Black Canyon SuitesData filename:
E0.1
Sheet No:
TRANSMIT SYSTEM STATUS TO BUILDING MANAGEMENT SYSTEM.DISPLAY SYSTEM STATUS ON GRAPHIC ANNUNCIATOR.
6.5.6.6.
ELECTRICAL
SPECIFICATIONS
Sheet Title:
PERMIT
11/21/2018
Issue:Date:
TRAINED AND CERTIFIED BY MANUFACTURER IN FIRE-ALARM SYSTEM DESIGN.NICET-CERTIFIED, FIRE ALARM TECHNICIAN; LEVEL III MINIMUM.LICENSED OR CERTIFIED BY AUTHORITIES HAVING JURISDICTION.DRAWINGS
SHOWING THE LOCATION OF EACH NOTIFICATION APPLIANCE AND SMOKEAND HEAT DETECTOR, RATINGS OF EACH, AND INSTALLATION DETAILS AS NEEDED TOCOMPLY WITH LISTING CONDITIONS OF THE DEVICE.DESIGN
CALCULATIONS: CALCULATE REQUIREMENTS FOR SELECTING THE SPACINGAND SENSITIVITY OF DETECTION, COMPLYING WITH NFPA 72. CALCULATE SPACINGAND INTENSITIES FOR STROBE SIGNALS AND SOUND-PRESSURE
LEVELS FORAUDIBLE APPLIANCES.PER NFPA 72.
INDICATED AUDIBLE APPLIANCES REQUIRED TO PRODUCE SQUARE WAVE SIGNAL
ADDITION TO THE SUBMITTALS LISTED ABOVE, INDICATE COMPLIANCE WITH PERFORMANCETHE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION.AIR-SAMPLING SMOKE-DETECTION SYSTEM
(VESDA).AUTOMATIC SPRINKLER SYSTEM WATER FLOW.TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION.ACTIVATE VOICE/ALARM COMMUNICATION SYSTEM.ACTIVATE SMOKE-CONTROL SYSTEM
(SMOKE MANAGEMENT) AT FIREFIGHTERS'ACTIVATE STAIRWELL AND ELEVATOR-SHAFT PRESSURIZATION SYSTEMS.ACTIVATE PREACTION SYSTEM.ACTIVATE ELEVATOR POWER SHUNT TRIP.ACTIVATE EMERGENCY LIGHTING
CONTROL.ACTIVATE EMERGENCY SHUTOFFS FOR GAS AND FUEL SUPPLIES.VALVE SUPERVISORY SWITCH.ALERT AND ACTION SIGNALS OF AIR-SAMPLING DETECTOR SYSTEM.ABNORMAL POSITION OF ANY SWITCH AT FIRE-ALARM
CONTROL UNIT OR ANNUNCIATOR.VOICE SIGNAL AMPLIFIER FAILURE.AFTER A TIME DELAY OF 200 SECONDS (OR PER AHJ REQUIREMENTS), TRANSMIT A TROUBLE OR
DELEGATED-DESIGN: FOR NOTIFICATION APPLIANCES AND SMOKE AND HEAT DETECTORS, INREQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BYMANUAL STATIONS.HEAT DETECTORS.FLAME
DETECTORS.SMOKE DETECTORS.DUCT SMOKE DETECTORS.CARBON MONOXIDE DETECTORS.COMBUSTIBLE GAS DETECTORS.PREACTION SYSTEM.FIRE-EXTINGUISHING SYSTEM OPERATION.FIRE STANDPIPE SYSTEM.DRY SYSTEM
PRESSURE FLOW SWITCH.FIRE PUMP RUNNING.CONTINUOUSLY OPERATE ALARM NOTIFICATION APPLIANCES.IDENTIFY ALARM AND SPECIFIC INITIATING DEVICE AT FIRE-ALARM CONTROL UNIT.UNLOCK ELECTRIC DOOR
LOCKS IN DESIGNATED EGRESS PATHS.RELEASE FIRE AND SMOKE DOORS HELD OPEN BY MAGNETIC DOOR HOLDERS.SWITCH HEATING, VENTILATING, AND AIR-CONDITIONING EQUIPMENT CONTROLS TO FIRE-ALARMMODE.SMOKE-CONTROL
SYSTEM PANEL.CLOSE SMOKE DAMPERS IN AIR DUCTS OF DESIGNATED AIR-CONDITIONING DUCT SYSTEMS.RECALL ELEVATORS TO PRIMARY OR ALTERNATE RECALL FLOORS.RECORD EVENTS IN THE SYSTEM MEMORY.RECORD
EVENTS BY THE SYSTEM PRINTER.INDICATE DEVICE IN ALARM ON THE GRAPHIC ANNUNCIATOR.HIGH- OR LOW-AIR-PRESSURE SWITCH OF A DRY-PIPE OR PREACTION SPRINKLER SYSTEM.ELEVATOR SHUNT-TRIP SUPERVISION.FIRE
PUMP RUNNING.FIRE-PUMP LOSS OF POWER.FIRE-PUMP POWER PHASE REVERSAL.INDEPENDENT FIRE-DETECTION AND -SUPPRESSION SYSTEMS.USER DISABLING OF ZONES OR INDIVIDUAL DEVICES.LOSS OF COMMUNICATION
WITH ANY PANEL ON THE NETWORK.OPEN CIRCUITS, SHORTS, AND GROUNDS IN DESIGNATED CIRCUITS.OPENING, TAMPERING WITH, OR REMOVING ALARM-INITIATING AND SUPERVISORYSIGNAL-INITIATING DEVICES.LOSS
OF COMMUNICATION WITH ANY ADDRESSABLE SENSOR, INPUT MODULE, RELAY, CONTROLMODULE, REMOTE ANNUNCIATOR, PRINTER INTERFACE, OR ETHERNET MODULE.LOSS OF PRIMARY POWER AT FIRE-ALARM CONTROL
UNIT.GROUND OR A SINGLE BREAK IN INTERNAL CIRCUITS OF FIRE-ALARM CONTROL UNIT.BREAK IN STANDBY BATTERY CIRCUITRY.FAILURE OF BATTERY CHARGING.HOSE CABINET DOOR OPEN.INITIATE NOTIFICATION
APPLIANCES.IDENTIFY SPECIFIC DEVICE INITIATING THE EVENT AT FIRE-ALARM CONTROL UNIT.RECORD THE EVENT ON SYSTEM PRINTER.SUPERVISORY SIGNAL TO THE REMOTE ALARM RECEIVING STATION.
COMPONENTS SHALL BE COMPATIBLE WITH, AND OPERATE AS AN EXTENSION OF, EXISTING SYSTEM.TESTED AS, AND WILL OPERATE AS, A SYSTEM.WARRANTY: CONTRACTOR SHALL AGREE TO REPAIR OR REPLACE FIRE
ALARM SYSTEM EQUIPMENT ANDCOMPONENTS THAT FAIL IN MATERIALS OR WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEARCOMPLY WITH NFPA 72, NFPA 101, AND REQUIREMENTS OF AUTHORITIES HAVING
JURISDICTION FORWITH REQUIREMENTS IN NFPA 70 INCLUDING, BUT NOT LIMITED TO, ARTICLE 760, "FIRE ALARM SYSTEMS."SYSTEM DESCRIPTION NONCODED, UL-CERTIFIED ADDRESSABLE SYSTEM, WITH MULTIPLEXED
SIGNAL TRANSMISSION ANDVOICE/STROBE EVACUATION MEETING AUDIBILITY AND INTELLIGIBLE REQUIREMENTS.AUTOMATIC SENSITIVITY CONTROL OF CERTAIN SMOKE DETECTORS.ALL COMPONENTS PROVIDED SHALL
BE LISTED FOR USE WITH THE SELECTED SYSTEM.NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.OPERATIONAL DESCRIPTION NOTE: THE FOLLOWING DESCRIPTIONS
REPRESENT A MASTER LIST. NOT ALL DEVICES, SYSTEMS, ANDDETERMINED BY QUALIFIED SYSTEM DESIGN PROFESSIONAL.SUPERVISORY SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES
AND ACTIONS:SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES ANDACTIONS:SYSTEM SUPERVISORY SIGNAL ACTIONS:
EXISTING FIRE ALARM EQUIPMENT (WHERE APPLICABLE) SHALL BE MAINTAINED AND FULLY OPERATIONALUNTIL NEW EQUIPMENT PROVIDED UNDER THIS PROJECT HAS BEEN TESTED AND ACCEPTED. NEWPROVIDE SYSTEM
MANUFACTURERS CERTIFICATION THAT ALL COMPONENTS PROVIDED HAVE BEENFROM THE DATE OF SUBSTANTIAL COMPLETION.INSTALLATION AND TESTING OF FIRE-ALARM EQUIPMENT. INSTALL ALL ELECTRICAL WIRING
TO COMPLYELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED INFUNCTIONS LISTED HEREIN MAY BE REPRESENTED ON THIS PROJECT. APPLICABILITY SHALL BEFIRE-ALARM
SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES AND SYSTEMS:FIRE-ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS:
4.2.1.4.2.2.4.2.3.4.3.1.4.3.2.4.3.3.
4.3.2.1.2.2.2.3.2.4.2.5.2.6.2.7.2.8.2.9.2.10.2.11.2.12.2.13.2.14.4.1.4.2.4.3.4.4.4.5.4.6.4.7.4.8.4.9.4.10.6.1.6.2.6.3.6.4.
3.1.3.2.3.3.3.4.3.5.3.6.3.7.3.8.3.9.3.10.3.11.3.12.3.13.3.14.3.15.3.16.3.17.3.18.5.1.5.2.5.3.5.4.5.5.5.6.5.7.5.8.5.9.5.10.5.11.
4.4.
5.6.7.B.1.2.3.C.1.2.3.5.6.
Suites
lot 2, Black Canyon Inn, Estes Park CO 80517
Black Canyon Resort LLC
AS REQUIRED, IN ADDITION TO OTHER ITEMS (AUXILIARY
SUBMITTALS SHALL BE APPROVED BY AUTHORITIES HAVING JURISDICTION PRIOR TOSUBMITTING THEM TO THE ARCHITECT.SHOP DRAWINGS SHALL BE PREPARED BY PERSONS WITH THE FOLLOWING QUALIFICATIONS:
APPROVED WIRING DIAGRAMS, DETAILS, AND INSTRUCTIONS. IT SHALL BE THE CONTRACTORSVERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH-IN.WHERE MECHANICAL EQUIPMENT
IS INSTALLED ABOVE A GYPSUM BOARD CEILING REQUIRING ACCESSACCESS LOCATION.AVAILABLE FAULT CURRENT AT THE EQUIPMENT.ALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. LOW VOLTAGE
HVAC CONTROL RACEWAYALARM AND DETECTION SYSTEM.AND ADA REQUIREMENTS.
GENERAL FINAL CONNECTIONS AND ROUGH-IN REQUIREMENTS TO EQUIPMENT SHALL BE PER MANUFACTURERSRESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLYSUPPLIED
INCLUDING ALL RACEWAYS, BOXES, WIRING, WIRING DEVICES, ETC.CONTRACTOR SHALL PROVIDE CONTROLS, INTERLOCKS, ACCESSORIES, ETC. AS REQUIRED FOR MOTORCONTROL. EACH STARTER SHALL CONTAIN
120V CONTROL TRANSFORMER, LED PILOT LIGHT, ANDPUSHBUTTONS OR SELECTOR SWITCHCONTACTS, DOOR SWITCHES, RELAYS, ETC.) REQUIRED. REFER TO CONTROL DRAWINGS AND CONTROLDIAGRAMS FOR ADDITIONAL
CONDUIT, WIRE, RELAYS, TRANSFORMERS, CONNECTIONS, ETC. REQUIREDFOR A COMPLETE AND OPERABLE SYSTEM.EMPTY RACEWAY SYSTEMS SHALL HAVE A #12 PULLWIRE OR EQUAL AND SHALL BE IDENTIFIED ATJUNCTION,
PULL AND TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATEINTENDED USE OF CONDUIT, ORIGINATION AND TERMINATION POINTS OF EACH INDIVIDUAL CONDUIT.STUB CONDUIT OUT
6" INTO AN ACCESSIBLE AREA. CAP OPEN ENDS NOT TERMINATED IN A JUNCTION BOX.RECEPTACLES WHICH ARE SHOWN WALL MOUNTED ON THE ELECTRICAL DRAWINGS ON WALLS WHICH, ONTHE ARCHITECTURAL DRAWINGS
AND ELEVATIONS ARE SHOWN AS GLASS OR PARTITIONS, SHALL BEFLUSH FLOOR DUPLEX RECEPTACLES MOUNTED ADJACENT TO BASE OR WALLS. COORDINATE MOUNTINGHEIGHTS AND LOCATIONS OF OUTLETS AND DEVICES
WITH ARCHITECTURAL MILLWORK DRAWINGS ANDINTERIOR ELEVATIONS.PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH ARC-FAULT, GROUND FAULT, OR DIMMED CIRCUIT.PROVIDE MAINTENANCE RECEPTACLE WITHIN
25'-0" OF ALL MECHANICAL, MOTORIZED, OR REFRIGERATIONEQUIPMENT.THROUGH AN ACCESS PANEL, PROVIDE A RECEPTACLE, SWITCH, AND LIGHT IN THE CEILING SPACE AT THERECESSED LIGHT FIXTURES INSTALLED
IN GYPSUM BOARD OR PLASTER CEILINGS SHALL HAVE PLASTERFRAMES INSTALLED PRIOR TO THE CEILING MATERIAL.MULTI-BALLSTED OR DRIVER FLUORESCENT OR LED FIXTURES SHALL BE DUAL-SWITCHED UNLESS
NOTEDOTHERWISE.LIGHT FIXTURES RECESSED IN T-BAR CEILING SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILINGSYSTEM WITH A MINIMUM OF TWO (2) #12 HANGAR WIRES UP TO STRUCTURE. SECURE HANGAR
WIRES TOCORNERS OF FIXTURE. CLIP FIXTURE TO GRID ON TWO (2) SIDES WITH FACTORY-FURNISHED CLIPS. FINALCONNECTION TO FIXTURE SHALL BE MADE WITH A FLEXIBLE U.L. APPROVED ASSEMBLY.CONTRACTOR
SHALL REFER TO FOOD SERVICE DRAWINGS FOR EXACT LOCATIONS AND ADDITIONALELECTRICAL REQUIREMENTS. PROVIDE JUNCTION BOXES, RECEPTACLES, CONNECTIONS, CONDUITS (TOINCLUDE SODA AND LIQUOR
DISPENSING SYSTEMS), WIRE, INTERLOCKS, CONTROLS, ETC. AS REQUIREDBY THE FOOD SERVICE EQUIPMENT SUPPLIER.SEE DIVISION 23 DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE
TO ANDCONNECT EQUIPMENT AS REQUIRED. PROVIDE FUSES OR HACR-TYPE CIRCUIT BREAKERS FOR AIRCONDITIONING EQUIPMENT SIZED IN ACCORDANCE WITH MANUFACTURERS NAMEPLATE. WHEREFACTORY-PROVIDED
DISCONNECT SWITCHES ARE UTILIZED, THEY SHALL BE RATED TO EXCEED THEHVAC CONTROLS: PROVIDE LINE VOLTAGE WIRING, RACEWAYS, AND POWER CONNECTIONS AS REQUIREDTO ACCOMMODATE HVAC CONTROL
SYSTEMS. COORDINATE REQUIREMENTS WITH TEMPERATURECONTROL, MECHANICAL, PLUMBING, AND GENERAL CONTRACTORS PRIOR TO BID. NO EXTRAS WILL BESYSTEMS SHALL BE PER THE TEMPERATURE CONTROLS
CONTRACTOR. THESE DOCUMENTS DO NOTINDICATE ALL CONNECTION POINTS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM.PANEL DIRECTORIES SHALL BE REMOVABLE. ROOM NAMES AND NUMBERS SHALL BE
AS DIRECTED BYOWNER. DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS.PROVIDE DYMO-TAPE TAG PRINTED LABEL INSIDE COVER OF EACH FUSIBLE SWITCH, INDICATING SIZE ANDTYPE
OF FUSES PROVIDED.PROVIDE TWO (2) SETS OF THREE (3) SPARE FUSES FOR EACH SIZE AND TYPE PROVIDED ON THISPROJECT. INSTALL FUSES IN A HINGED DOOR, SHEET METAL STORAGE CABINET EQUIPPED
WITH CLIPS ORCUBICLES, EACH MARKED WITH THE SIZE AND TYPE OF FUSE STORED THEREIN. PROVIDE NAMEPLATE"SPARE FUSES". INSTALL IN LOCATIONS AS DIRECTED BY OWNER.PROVIDE 4" HIGH CONCRETE
EQUIPMENT PADS FOR FLOOR MOUNTED EQUIPMENT SUCH ASSWITCHBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, ETC. COORDINATE WITH DISTRIBUTIONEQUIPMENT TO ENSURE ALL SWITCH AND CIRCUIT BREAKER
HANDLES ARE BELOW 6'-6" TO THE HIGHESTPOINT.CONTRACTOR SHALL PROVIDE NEW UPDATED TYPE WRITTEN PANEL DIRECTORIES FOR EXISTING ANDNEW CIRCUITS BEING UTILIZED FOR COMPLETION OF THIS PROJECT.FINAL
CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING AND/OR ROTATINGEQUIPMENT SHALL BE MADE WITH SEAL-TITE FLEXIBLE FLEXIBLE CONDUIT WITH APPROVED FITTINGS (3''0"MAXIMUM LENGTH).
DO NOT SECURE CONDUITS OR DEVICES TO DUCTWORK OR OTHER MECHANICALEQUIPMENT.DEVICES INSTALLED IN FIRE-RATED WALLS SHALL HAVE NELSON FSP PUTTY PADS INSTALLED TO MAINTAINFIRE INTEGRITY
- ONE PAD PER HOUR OF RATING. CONDUIT PENETRATING FIRE-RATED WALLS SHALLCOMPLY WITH THE REQUIREMENTS OF U.L. SYSTEM 147A FOR SINGLE CONDUITS OR U.L. SYSTEM 322 FORMULTIPLE CONDUITS.
DEVICES INSTALLED IN SOUND-RATED WALLS SHALL HAVE NELSON FSP (STC 54)SOUND RATED PUTTY PADS INSTALLED TO MAINTAIN THE SOUND INTEGRITY OF THE WALL.RECEPTACLES INSTALLED OUTSIDE, ON
THE BUILDING EXTERIOR OR ROOF, IN KITCHENS OR WITHIN 6'-0"MEASURED HORIZONTALLY FROM A SINK OR DRINKING FOUNTAIN UNLESS LOCATED BELOW A COUNTEROR OTHERWISE PROTECTED SHALL BE GFCI TYPE
OR PROTECTED BY A GFI CIRCUIT BREAKER.COORDINATE THE LOCATION OF LIGHTING FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILINGPLAN. UNLESS VERIFIED IN WRITING THE REFLECTED CEILING PLAN
LOCATIONS SHALL GOVERN.COORDINATE THE LOCATION OF WALL MOUNTED EQUIPMENT WITH THE ARCHITECTURAL INTERIOR ANDEXTERIOR ELEVATIONS. UNLESS OTHERWISE VERIFIED IN WRITING THE ARCHITECTURAL
DRAWINGSSHALL GOVERN.GENERAL CONTRACTOR SHALL PROVIDE, INSTALL, TEST, AND COMMISSION A FULLY OPERATIONAL, APPROVED, FIREFIRE ALARM AND DETECTION SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR,
PERFORMED UNDER ADESIGN-BUILD DELIVERY METHOD.FIRE ALARM AND DETECTION SYSTEM SHALL BE IN FULL COMPLIANCE WITH ALL LOCAL, STATE, FEDERAL,CONTRACTOR SHALL PROVIDE SUBMITTALS. SUBMITTAL
REQUIREMENTS:
4.1.4.2.
A.2.3.4.5.6.7.8.9.20.21.22.23.24.A.2.3.4.
PART 3 - EXECUTION 1.10.11.12.13.14.15.16.17.18.19.PART 4 - DESIGN-BUILD FIRE ALARM AND DETECTIONSYSTEM PERFORMANCE CRITERIA 1.
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
ELECTRICAL SPECIFICATIONS
A R C H I T E C T U R E P. C.
SQUARE D (SCHNEIDER ELECTRIC), GENERAL
. INSTALL ATOP 4" HIGH CONCRETE HOUSEKEEPING PAD.
BASIS
BAS1S.com
303.848.3740
Architecture, P.C.
6'-0" MAXIMUM LIGHT FIXTURE WHIPS.DEAD-END RUNS TO THE LAST WIRING DEVICE ON A CIRCUIT.IN AREAS CONSIDERED "TIGHT" WITHIN MILLWORK AND CASEWORK INSTALLATIONS.
OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW.WIRE AND CABLE ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB-ON-GRADE
ORSTEEL ELBOWS AT BENDS AND TRANSITIONS FROM BELOW TO ABOVE GRADE. EMT FITTINGS SHALL BESTEEL. CONNECTORS SHALL BE INSULATED THROAT TYPE.ALL CIRCUITING SHALL BE CONCEALED. WHERE
CONCEALMENT IS IMPRACTICAL, AND WITH THE SPECIFICAPPROVAL FROM THE ARCHITECT, SURFACE RACEWAY AND OUTLETS MAY BE INSTALLED, FINISHED TOTYPE ENT RACEWAY IS NOT ALLOWED.CONDUCTOR. INCREASE
CONDUIT SIZE AS REQUIRED.SWITCHBOARDS, DISTRIBUTION BOARDS, PANELBOARDS, DISCONNECT SWITCHES, MOTOR CONTROLCENTERS, ETC. SHALL BE FURNISHED BY SQUARE D (SCHNEIDER ELECTRIC), GENERAL
ELECTRIC, EATONCUTLER HAMMER, OR SIEMENS. FLOOR MOUNTED EQUIPMENT SHALL INSTALLED ATOP 4" HIGH CONCRETEALL SWITCHBOARDS, PANELBOARDS DISCONNECT SWITCHES, MOTOR CONTROL CENTERS,TRANSFORMERS,
ETC. INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF EQUIPMENT SERVED),VOLTAGE, AND SOURCE. EXAMPLE: "PANEL HPA, SERVED FROM SWITCHBOARD 'MSB', 480/277V, 3PH, 4W".CHANNELS DRILLED
AND BOLTED TO HVAC UNIT FRAME WHERE POSSIBLE (COORDINATE LOCATIONW/HVAC MANUFACTURER TO AVOID WARRANTY INFRACTIONS). SILICONE SEAL ALL HOLES IN UNIT.CIRCUIT BREAKERS SHALL BE BOLT-ON
TYPE AND FUSES SHALL BE BUSSMAN OR APPROVED EQUIVALENT.CIRCUIT BREAKERS SHALL BE FULLY RATED IN EXCESS OF AVAILABLE FAULT CURRENT LEVELS. SERIESWIRE TERMINATION PROVISIONS FOR PANELBOARDS,
CIRCUIT BREAKERS, SAFETY SWITCHES, AND ALLALL EQUIPMENT SUCH AS SWITCHBOARDS, DISTRIBUTION BOARDS, DISCONNECT SWITCHES,TRANSFORMERS AND PANELBOARDS SHALL BE BY THE SAME MANUFACTURER.
ALL FUSES PROVIDEDSHALL BE OF THE SAME MANUFACTURER.WIRING DEVICES WIRING DEVICES SHALL BE SPECIFICATION GRADE AND RATED AT 20 AMPERES. THE DEVICE PLATESSHALL BE LEXAN OR NYLON UNLESS
OTHERWISE NOTED. THE COLOR OF THE DEVICES ANDCOVERPLATES SHALL BE AS DIRECTED BY THE ARCHITECT.SMOKE-DETECTORS SHALL BE SELF-CONTAINED WITH AUDIBLE ALARM, UL LISTED AND COMPLY WITHCOMMON
ALARM.ALL 120 VOLT 15- AND 20-AMPERE RECEPTACLES LOCATED IN DWELLING UNITS, GUEST ROOMS ANDSUITES, AND CHILD CARE FACILITIES SHALL BE TAMPER-RESISTANT TYPE.SWITCHES IN BACK OF HOUSE
AREAS SHALL BE SPECIFICATION GRADE TOGGLE TYPE, UON.CHARGER, NICKEL CADMIUM BATTERY, AC "ON" PILOT LIGHT, AND TEST SWITCH. DESIGN AND WIRE UNITTO AUTOMATICALLY TRANSFER TO BATTERY
SUPPLY UPON LOSS OF NORMAL AC POWER AND TOOPERATE ONE LAMP AT 1300 LUMENS MINIMUM FOR LINEAR LAMPS, 700 LUMENS FOR COMPACT LAMPSACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, EMERGENCY
LIGHTING MAY BE CONNECTED TOTHE EMERGENCY LEG OF A GENERATOR POWER SYSTEM IN LIEU OF BATTERY POWER.
PROVIDE WRITTEN OPERATING INSTRUCTIONS WITH DIAGRAMS FOR ELECTRICAL EQUIPMENT.GENERAL PROVIDE EQUIPMENT AS SPECIFIED AND/OR SCHEDULED AND IN ACCORDANCE WITH MANUFACTURERSPUBLISHED INSTALLATION
INSTRUCTIONS. EQUIPMENT SHALL OPERATE ACCORDING TO THEMANUFACTURERS "OWNERS OPERATING AND MAINTENANCE MANUAL" TROUBLE-FREE.HIGHER AMBIENT INSTALLATIONS.RACEWAYS AND FITTINGS BELOW
GRADE SHALL BE SCHEDULE 40 PVC, WITH PVC WRAPPED (OR EQUIVALENT PROTECTION) RIGIDRGS OR IMC SHALL BE USED IN ALL AREAS SUBJECT TO WEATHER OR MECHANICAL DAMAGE.MATCH ADJACENT SURFACES.METAL-CLAD
(TYPE MC) CABLE MAY BE USED IN THE FOLLOWING LIMITED LOCATIONS:NON-METALLIC AND FLEXIBLE METAL CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING DISTRIBUTION EQUIPMENT HOUSEKEEPING
PADS.RUBBER-IN-SHEAR ISOLATORS. MANUFACTURERS SHALL BE ELECTRIC, EATON CUTLER HAMMER, OR SIEMENSPROVIDE ENGRAVED NAMEPLATES MECHANICALLY FASTENED WITH A MINIMUM OF TWO (2) SCREWS ONDISCONNECT
SWITCHES SHALL BE HEAVY-DUTY TYPE. FUSIBLE SWITCHES SHALL ACCEPT CLASS 'R'FUSES ONLY AND REJECT OTHERS. INSTALL DISCONNECT SWITCH ON TWO (2) 24" LONG UNITSTRUTRATING OF EQUIPMENT
IS PROHIBITED.PROVIDE HANDLE TIES OR MULTI-POLE CIRCUIT BREAKERS FOR SIMULTANEOUS OPERATION OF ALLMULTI-WIRE BRANCH CIRCUITS.PROVIDE ARC-FLASH LABELING ON ALL DISTRIBUTION EQUIPMENT.NFPA
STANDARD 72. INTERCONNECT DETECTORS WITHIN A DWELLING UNIT OR GUESTROOM TO SOUND ALIGHT SWITCHES IN PUBLIC AREAS SHALL BE SPECIFICATION GRADE ROCKER TYPE, UON. LIGHT BOXES FLUSH FLOOR
OUTLETS SHALL BE CAST IRON, QUANTITY OF GANGS AND CONDUIT ENTRIES AS REQUIRED.PROVIDE BRASS COVERPLATE FOR THE OUTLET TYPES INDICATED. PROVIDE CARPET OR TILE FLANGE TOMATCH FLOOR FINISH.BOXES
SHALL BE A MINIMUM OF 4" SQUARE WITH REQUIRED EXTENSIONS AND PLASTER OR TILE RINGS.LIGHT FIXTURES RECESSED FIXTURES INSTALLED INDOORS SHALL BE THERMALLY PROTECTED.FIXTURES INDICATED
AS BEING EMERGENCY SHALL BE PROVIDED WITH BATTERY POWERED INVERTERUNIT MOUNTED IN, OR ADJACENT TO, FIXTURE. PROVIDE UNIT WITH FULLY AUTOMATIC TWO-RATEFOR A MINIMUM OF 90-MINUTES.
LED LUMEN LEVELS VARY, AND SHALL BE AS SPECIFIED. ALLEMERGENCY LIGHTING UNITS SHALL BE CONNECTED TO AN UNSWITCHED SOURCE. IN LOCATIONS
4.1.4.2.4.3.
A.
2.3.1.B.1.C.1.2.3.4.5.6.D.1.2.3.4.5.6.7.8.9.E.1.2.3.4.1.2.G.1.2.
PART 2 - PRODUCTS F.
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
SEVEN (7) DAYS PRIOR TO THE DATE OF RECEIPT AND SHALL MAKE WRITTEN REQUEST TO THEARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES, AMBIGUITY,CORRECTION WILL BE ISSUED
AS AN ADDENDUM BY THE ARCHITECT. ONLY A WRITTENAMBIGUITY, INCONSISTENCY OR ERROR ARE NOT COVERED BY ADDENDUM OR WRITTENCONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT,
NO ALLOWANCEOR EXTRA COMPENSATION WILL BE MADE IN BEHALF OF THE CONTRACTOR DUE TO HIS FAILURETO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE.THE COMPANY/CONTRACTOR SUBMITTING THE REQUEST
WILL BE RESPONSIBLE FOR ITSOR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. THE SIGNING OFTHE CONTRACT WILL BE AS CONSIDERED AS IMPLICITLY DENOTING THAT THE CONTRACTOR
EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND, NOT LATER THANINCONSISTENCY OR ERROR THEREIN WHICH HE MAY DISCOVER. ANY INTERPRETATION ORINTERPRETATION OR CORRECTION
BY ADDENDUM SHALL BE BINDING, NO BIDDER SHALL RELYUPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANOTHER METHOD. IF DISCREPANCIES,DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LABOR,
MATERIALS AND METHODS OFPROMPT DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF ANY INADEQUACY, OMISSION,HAS A THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKINGDRAWINGS
AND SPECIFICATIONS.
AS INDICATED ON THE DRAWINGS, WITHOUT INTERFERENCE WITH OTHER WORK, AND SHALL MAKEALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. OR OTHER NATIONALLYALL CORRESPONDENCE
AS DIRECTED HEREIN.ASSESSMENT TO THE OWNER PRIOR TO COMMENCEMENT OF WORK.
GENERAL GENERAL CONDITIONS, SPECIAL REQUIREMENTS, OR GENERAL REQUIREMENTS OF THE PROJECTSPECIFICATIONS MANUAL (WHERE PROVIDED) ARE MADE PART OF THIS SPECIFICATION AND HAVE THESAME FORCE
AND EFFECT AS IF COMPLETELY REPRODUCED.DEFINITIONS: THE WORD "WORK" SHALL MEAN LABOR AND ANY INCIDENTAL ITEMS OR SERVICESNECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE
COMPLETE SYSTEMS NOTED ONTHESE DRAWINGS AND ASSOCIATED SPECIFICATIONS. THE WORD "PROVIDE" SHALL MEAN FURNISH,INSTALL, FEED, MAKE FINAL CONNECTIONS, COMMISSION AND LEAVE IN AN APPROVED
COMPLETEOPERATING CONDITION.WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF THE APPLICABLENATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL BUILDING CODE (IBC),
INTERNATIONAL ENERGYCONSERVATION CODE (IECC), AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONSINCLUDING AMENDMENTS.OBTAIN AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS
REQUIRED FOR THIS WORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIAL INTO THE BUILDINGREASONABLE MODIFICATIONS IN THE LAYOUTS NEEDED TO PREVENT CONFLICT WITH
OTHER TRADES, TOPROVIDE ACCESS AND FOR THE PROPER EXECUTION OF THE WORK.THE WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES INCLUDING CONTRACTDOCUMENTS, SHOP DRAWINGS, AND EXISTING
SYSTEMS (WHERE APPLICABLE).DO NOT SCALE DRAWINGS AS THEY ARE DIAGRAMMATIC AND SCHEMATIC IN NATURE. CONTRACTORSHALL PROVIDE NECESSARY ITEMS TO COMPLETE THE WORK ACCORDING TO INDUSTRY
STANDARDS. ITIS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL OUT FOR FINISHED WORK, TESTED ANDREADY FOR OPERATION. ARRANGEMENT OF EQUIPMENT AND ROUTING OF RACEWAYS INDICATED
ONDRAWINGS SHALL BE ROUTED PLUMB AND AT RIGHT ANGLES TO BUILDING STRUCTURE. INSTALLATION OFSYSTEMS MAY REQUIRE MODIFICATION DUE TO UNFORESEEN CONDITIONS.VERIFY ALL SIZES DIMENSIONS,
AND CONDITIONS BEFORE STARTING ANY WORK. ANY DEVIATIONS ORISSUES SHALL BE TRANSMITTED TO THE ARCHITECT FOR REVIEW.CONTRACTOR SHALL SUBMIT A BID BASED ON MANUFACTURER NAMES LISTED UNLESS
"OR EQUAL" ISINDICATED. SUBSTITUTION REQUESTS WILL BE REVIEWED BY THE ENGINEER PROVIDED THEY ARESUBMITTED A MINIMUM OF SEVEN (7) BUSINESS DAYS PRIOR TO THE BID DATE. CLOSING ACCEPTABILITYOF
SUBSTITUTION WILL BE SOLELY DETERMINED BY THE OWNER.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY.EXAMINATION OF BIDDING DOCUMENTS:WORK SHALL
BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT.GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH MAY OCCURUNDER NORMAL USAGE FOR
A PERIOD OF ONE YEAR AFTER OWNERS ACCEPTANCE. DEFECTS SHALL BEPROMPTLY REMEDIED WITHOUT COST TO THE OWNER.SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TEST SHOW THAT WORK IS DEFECTIVE,CONTRACT
OR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO THE OWNER.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TOINCORRECT FIELD WIRING PROVIDED UNDER THIS
SECTION OR FACTORY WIRING IN EQUIPMENTPROVIDED UNDER THIS SECTION.SYSTEMS SHALL BE PROVIDED COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATIONS.LIGHTS, SWITCHES, RECEPTACLES, MOTORS,
ETC. SHALL BE CONNECTED AND OPERABLE.RECOGNIZED TESTING LABORATORIES (NRTL).IN INSTANCES WHERE THE PROJECT DOES NOT INCLUDE AN ARCHITECT, THE ENGINEER SHALL RECEIVE SUBMITTALS CONTRACTOR
SHALL SUBMIT FIVE (5) SETS OF SHOP DRAWINGS AND TECHNICAL DATA SHEETS FOREQUIPMENT AND MATERIALS SPECIFIED. THE ENGINEER SHALL REVIEW SHOP DRAWINGS AND TECHNICALDATA SHEETS FOR CONFORMANCE
WITH THE CONTRACT DOCUMENTS AND ISSUE A WRITTENCONTRACTOR SHALL IDENTIFY ANY DEVIATIONS IN THE SHOP DRAWINGS FROM THE DESIGN DOCUMENTS.SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT
FOR CONSIDERATION PRIOR TO BIDDING.SUBSTITUTIONS SHALL BE PRE-APPROVED IN WRITING. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING REQUIREMENTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT
OR MATERIALS WITHOTHER BUILDING TRADES. CONTRACTOR SHALL IDENTIFY AND ANNOTATE REVISED REQUIREMENTS PERBUILDING TRADE ON THE SHOP DRAWINGS. CONTRACTOR SHALL ALSO IDENTIFY COST DEBITS
ORCREDITS IN WRITING FOR THE PROPOSED CHANGES PER BUILDING TRADE.CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING FEES NECESSARY TO CHANGE PERMITDOCUMENTS BASED ON ALTERNATE SUBMITTAL
PACKAGES/EQUIPMENT SUBSTITUTIONS.PRESENT SHOP DRAWING SUBMITTAL DATA AT ONE TIME, IN ELECTRONIC PORTABLE DOCUMENT FORMAT(.PDF) IN A NEAT AND ORDERLY MANNER. PARTIAL SUBMITTALS WILL
NOT BE ACCEPTED. SUBMITTALSSHALL INCLUDE BUT NOT BE LIMITED TO LIGHTING FIXTURES, SWITCHGEAR, PANELBOARDS, WIRINGDEVICES, SAFETY SWITCHES, FUSES, MOTOR CONTROLLERS, LAMPS, CONDUIT,
FITTINGS,TRANSFORMERS AND LIGHTING CONTROLS.CONTRACTORS FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOTBE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS
OR EQUIPMENT.DRAWINGS CONTRACTOR SHALL MAINTAIN, TWO (2) SETS OF WHITE PRINTS OF DRAWINGS PERTAINING TO THE WORK.ONE (1) SET OF PRINTS SHALL BE KEPT ON SITE AND CHANGES OR DEVIATIONS
FROM THE CONTRACTDRAWINGS SHALL BE CAREFULLY NOTED AS CHANGES OR DEVIATIONS ARE MADE.OPERATING AND MAINTENANCE INSTRUCTIONS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF MANUFACTURERS
OPERATING AND MAINTENANCEINSTRUCTIONS FOR EACH PIECE OF EQUIPMENT AND SYSTEM. COPIES SHALL BE COMPILED IN SETS ANDPLACED IN A HARD COVER THREE RING BINDER WITH INDEX PAGE AND INDEX
TABS. ALL NAME TAGINFORMATION SUCH AS THE MANUFACTURER, TYPE, SIZE, CAPACITY, SERIAL NUMBER, ETC. SHALL BEINCLUDED AS PART OF THE MANUAL.
11.1.11.2.
A.2.3.4.5.6.7.8.9.2.3.4.5.6.
1.10.11.12.13.14.15.16.17.18.B.1.D.1.E.1.
PART 1 - GENERAL
(3-#3/0 CU & #6 CUGRD) 2"C(3-#3/0 CU & #6 CUGRD) 2"C
200/3
200A FRN-R
DS-P1
ISC = 8,500A
F
'P1'
NEW
PANEL
E1.0
Sheet No:
2 SETS (3-#3/0 CU  CU GRD) 2"C
2 SETS (3-#3/0 CU  CU GRD) 2"C
400/3400A FRN-R
DS-L1
ISC = 12,500A
F
'L1'
NEW
PANEL
(3-#3/0 CU & #6 CUGRD) 2"C
(3-#3/0 CU & #6 CUGRD) 2"C
200A FRN-R
DS-M1200/3
ISC = 8,500A
SCHEDULES
ELECTRICAL
ONE-LINE AND
F
'M1'
NEW
PANEL
Sheet Title:
REFER TO DIAGRAM B ON SHEET E1.0
NOT SCALE
ELECTRICAL ONE-LINE AND SCHEDULES SCALE:
1"C
M
ISC = 23,286A
OR
A
UTILITY METER
PERMIT
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11/21/2018
Issue:Date:
C
2 SETS (3-350KCMIL CU) 4"COR2 SETS (3-500KCMIL AL) 4"C
2 SETS (3-500KCMIL AL) 4"C
2 SETS (3-350KCMIL CU) 4"C
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UTILITY SERVICE
ASSUMED 100 KVA
TRANSFORMER 'T1'
PRIMARY FEEDER TO
UTILITY CO POINT OF SERVICE
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lot 2, Black Canyon Inn, Estes Park CO 80517
Black Canyon Resort LLC
COLD WATERBUILDINGSTEEL
SPARESPAREEXTERIOR FIXTURES
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ROOF MOUNTED PHOTO CELL.
NEUTRAL
2" (MIN)SURROUND
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CONTACTOR - 'C-1'
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P1-32
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ELECTRODE
CONDUCTOR
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PHOTOCELL/TIMECLOCK DIAGRAM SCALE:SERVICE ENTRANCE GROUNDING DIAGRAM SCALE:
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B
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2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
A R C H I T E C T U R E P. C.
BASIS
BAS1S.com
303.848.3740
Architecture, P.C.
UNIT G
2018075.00
G2CE.COM
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
E2.0
Sheet No:
3
333
#
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P1-29
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OSW-P SERIES OR APPROVED EQUAL.PROVIDE RECEPTACLE TO MATCH EQUIPMENT CHORD AND PLUG CONFIGURATION AND AMP RATING.COORDINATE REQUIREMENT WITH EQUIPMENT MANUFACTURER.ROUTE CIRCUIT TO
CONTACTOR 'C-1' LOCATED IN ELECTRICAL RM., REFER TO DIAGRAM 'C' ON SHEETE1.0.
S
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FP1-32
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FCU1-10
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Black Canyon Resort LLC
P1-17P1-19
P1-19
J
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WALK-OUT LEVEL ELECTRICAL PLAN SCALE:
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P1-15
JJ
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FCU
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S
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BAS1S.com
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Architecture, P.C.
A
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1
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(970) 460-7400
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1-6 1039 MAIN STREET
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3-#6 CU & #10 CU GRD3-#6 CU & #10 CU GRD3-#6 CU & #10 CU GRD
CT CABINET
GUTTER
METER
123
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C
P1-32 1 C
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P1-30b
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PROVIDE KEY CARD JUNCTION BOX AT DOOR FRAMEPROPOSED LOCATION OF PAD MOUNTED UTILITY TRANSFORMER. PROVIDE AND INSTALL CONCRETEPAD, CONDUIT, PULL STRINGS, ETC. PER ESTES PARK UTILITY
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11/21/2018
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P1-20
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P1-32
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P1-18P1-20
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P1-10P1-12
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JJ
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BASIS
J
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1
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WINDSOR, CO 80550
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JJ
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B
E-3.0
M1-(2,4)
J
J
M
S
PHOTOCELL
11
EFEF
PC
WP
P1-2
E3.0
Sheet No:
#
TYPICAL ROOM
Sheet Title:
ELECTRICAL PLANS
RECEPTACLE FOR TELEVISION. COORDINATE MOUNTING HEIGHT PRIOR TO ROUGH-IN WITH EQUIPMENTSERVED.DIMMING WALL SWITCH OCCUPANCY SENSOR, PASSIVE INFRARED, 0-10 VOLT DIMMING, MANUAL-ONDEFAULT
OPERATION. 120/277 VOLT RATED GREENGATE, MODEL OSW-P SERIES OR APPROVED EQUAL.DUAL TECHNOLOGY LOW VOLTAGE VACANCY CEILING SENSOR, REQUIRED MANUAL-ON INPUT. 120/277VOLT RATED GREENGATE,
MODEL VAC-DT SERIES OR APPROVED EQUAL.SWITCH PACK FOR ON/OFF CONTROL OF FIXTURES AND INTERCONNECTION OF VACANCY SENSOR,APPROVED EQUAL.CONNECT TO FACTORY PROVIDED WALL SWITCH/TIMER.
COORDINATE CONNECTION REQUIREMENTSWITH EQUIPMENT MANUFACTURER. COORDINATE WALL SWITCH/TIMER LOCATION WITH OWNER.
120/277 INPUT VOLTAGE, 24VDC SECONDARY VOLTAGE. GREENGATE, MODEL SP20-24 SERIES OR
4.
1.2.3.5.
WORK NOTES:
PERMIT
N
11/21/2018
Issue:Date:
P1-4P1-4
P1-2
P1-2P1-4
CTR
4
J
P1-2cP1-2c
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2
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+72"
P1-4
Suites
1/4" = 1'-0"
TYPICAL ROOM ELECTRICAL PLANS SCALE:
lot 2, Black Canyon Inn, Estes Park CO 80517
B
Black Canyon Resort LLC
E3.0
N
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
A R C H I T E C T U R E P. C.
P1-1b
P1-3
P1-3
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P1-1
P1-1b
P1-1
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TYPICAL ROOM ELECTRICAL PLANS SCALE:
A
E3.0
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
.
.
.
.
.
.
.
.
.
M0.0
11/21/2018
PERMIT ISSUE4
Sheet No:
TOTAL:
SCHEDULES
LEGEND AND
Sheet Title:
MECHANICAL INDEX,
7500 FT0.756
WOOD FRAMED, STUDS AT 16" O.C., R-21 BATT IN STUD SPACE,ASSEMBLY U-FACTOR = 0.063
DESIGN DB = COINCIDENT WB = DESIGN DB = DESIGN DB = DESIGN DB = U-FACTOR = 0.29SHGC = 0.40 (SC = 0.46)
DESIGN DATA
ALTITUDE: 5BSUMMER WINTER SUMMER WINTER 2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL PLUMBING CODE2015 IECCALL APPLICABLE LOCAL AMENDMENTSSEE
VENTILATION SCHEDULE PER ASHRAE 62.1 AND 2015 IMC.WALLS: WINDOWS:
ESTES PARK, CODENSITY RATIO: REFERENCE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.
MECHANICAL DRAWING INDEX
MECHANICAL GENERAL NOTES
PERMIT
11/21/2018
Issue:Date:
ISSUED FOR CONSTRUCTIONISSUED FOR REFERENCE ONLY R-45
SHEET TITLEMECHANICAL INDEX, LEGEND AND SCHEDULESMECHANICAL SCHEDULESUPPER LEVEL FLOOR - MECHANICAL PLANLOWER LEVEL FLOOR - MECHANICAL PLAN
ALL WORK SHALL CONFORM WITH ALL APPLICABLE BUILDINGS CODES, FIRE CODES, AND ALL AUTHORITIES HAVING JURISDICTION.THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS
OF DESIGN. THE USE OF REVIEWED OR SPECIFIEDSCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATIVE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELDCOORDINATION OF ALL OTHER
TRADES, THIS CONTRACTOR SHALL FIELD COORDINATION OF ALL OTHER TRADES, THIS CONTRACTORSHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS.CONTRACTOR SHALL CLOSELY COORDINATE NEW MECHANICAL WORK
WITH ALL NEW AND EXISTING MECHANICAL, PLUMBING,ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION UNLESS SPECIFICALLY DIRECTEDCOORDINATE ALL DIFFUSER
AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, FIRE PROTECTION ANDALL ROOF WORK SHALL BE PER THE ROOFING MANUFACTURE'S INSTALLATION INSTRUCTIONS TO MAINTAIN THE EXISTING
ROOFWARRANTY.CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THISSCOPE OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE
WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER ASCONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO SUBMITTING A BID.SHALL BE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED
OR NOT.THE MECHANICAL DIAGRAMS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL GUIDANCE AS TO THECOMPONENTS FOR A COMPLETE INSTALLATION, AND INSURE THAT ALL INSTALLATIONS
ARE IN ACCORDANCE WITH THE EQUIPMENT'SCOORDINATE AND VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING CONCRETE EQUIPMENT PADS.
DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR INBOTH.EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS,
EQUIPMENT DIMENSIONS, AND PERFORMANCE.DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT, AND GENERAL EXTENT OF SYSTEMS. DO NOTELECTRICAL, FIRE PROTECTION, ARCHITECTURAL,
AND STRUCTURAL MEMBERS. RELOCATE EXISTING MECHANICAL, PLUMBING AND FIREPROTECTION WORK AS REQUIRED TO ACCOMMODATE ALL NEW WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING,
FIRE PROTECTION, FIRE ALARM, LOW VOLTAGE, A/V, ETC.OTHERWISE.ELECTRICAL DRAWINGS.INSTALL CONDENSATE DRAINS FOR ALL COOLING COILS WITH TRAP DEPTH EQUAL TO 1.5 TIMES THE UNIT'S TOTAL
STATIC PRESSURE.DISCHARGE CONDENSATE TO FLOOR SINK/FLOOR DRAIN UNLESS NOTED OTHERWISE.REQUIRED.PROVIDE ACCESS PANELS IN HARD CEILINGS FOR ACCESS TO ALL MECHANICAL EQUIPMENT, FIRE DAMPERS,
FIRE/SMOKE DAMPERS,ISOLATION VALVES, ETC. THIS SHALL INCLUDE ALL NEW MECHANICAL ITEMS REQUIRING ACCESS.PROVIDE REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION
DOCUMENTS. REDLINE DRAWINGSINSTALLATION INTENT WHETHER REFERENCED TO OR NOT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARYMANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
ASHRAEVENTILATION:
LOCATION:CLIMATE ZONE:OUTDOOR CONDITIONS:INDOOR CONDITIONS:CODES:ENVELOPECHARACTERISTICS:ROOF:
M0.0M0.1M1.0M1.12.3.4.5.6.7.8.9.
1.10.11.12.13.14.15.
SHEET
NUMBER
TESTING AND BALANCINGTOTAL DEVELOPED HEADTOTAL EQUIVALENT LENGTHTOTAL STATIC PRESSURETYPICALVOLTVARIABLE AIR VOLUMEVOLUME DAMPER (MANUAL)VARIABLE FREQUENCY DRIVEVENT THRU ROOFWET BULB
TEMPERATUREWATER COLUMNWATER PRESSURE DROP
PUMPPOUND PER CUBIC FOOTPRESSURE DROPPHASEPARTS PER MILLIONPRESSURE REDUCING VALVEPOUND PER SQUARE INCHPOUND PER SQUARE INCH ABS.POUND PER SQUARE INCH GAUGERETURN AIRRELATIVE HUMIDITYREVOLUTIONS
PER MINUTEROOFTOP UNITSEASONAL ENERGY EFFICIENCYRATIOSUPPLY AIRSTATIC PRESSURESQUARE FEETUNLESS NOTED OTHERWISEULTRA VIOLETNEWEXISTINGFUTURERELOCATED
AHU OR MAU DESIGNATIONWORK NOTE DESIGNATION.DEMOLITION NOTE DESIGNATION.HUMIDITY SENSORTEMPERATURE SENSOR.TEMPERATURE TRANSMITTERCARBON MONIXIDE SENSOR.CARBON DIOXIDE SENSOR.INDOOR AIR
QUALITY SENSOR.OCCUPANCY SENSOR.
TERMINAL UNIT TAGREHEAT DESIGNATIONBOX DESIGNATIONPOINT OF CONNECTION.NEW TO EXISTING
VVAVVDVFDVTRWBWCWPD
PPCFPDPHPPMPRVPSIPSIAPSIGRARHRPMRTUSEERSASPSQ FTTABTDHTELTSPTYPUNO UV(N)(E)(F)(R)
ISOLATION VALVECHECK VALVEPLUG VALVEDYNAMIC VALVETWO-WAY CONTROL VALVETHREE-WAY CONTROL VALVEBALANCING VALVEPRESSURE REDUCING VALVESTRAINERTEST PORT, UNIONTHERMOMETER, PRESSURE GAUGEWELL,
MANUAL AIR VENTPIPE DOWN AND PIPE TEE DOWNPIPE UP AND PIPE TEE UPPIPE CAP, BLIND FLANGEPIPE ANCHOR,ALIGNMENT GUIDE
##
AX-XX-H
Suites
DUCT TRANSITIONDUCT TRANSITIONSQUARE TO ROUND DUCT TRANSITIONAIRFLOW - SUPPLYAIRFLOW - RETURN OR EXHAUSTMANUAL VOLUME DAMPERMANUAL VOLUME DAMPER WITH REMOTE OPERATIONCOMBINATION FIRE/SMOKE
DAMPER.FIRE DAMPER.SMOKE DAMPER.MOTORIZED CONTROL DAMPER
FS
M
FS
GALLONSGALLONS PER HOURGALLONS PER MINUTEHEADHORSE POWERHOURHERTZKILOWATTKILOWATT-HOURLEAVING AIR TEMPERATUREPOUNDSLINEAR FEETLEAVING WATER TEMPERATUREMIXED AIR TEMPERATUREHOURMINIMUM
CIRCUIT AMPSMINIMUM EFFICIENCY REPORTINGVALUEMAXIMUM OVER CURRENTPROTECTIONNOT APPLICABLENORMALLY CLOSEDNATIONAL FIRE PROTECTIONASSOCIATIONNOT IN CONTRACTNORMALLY OPENNET POSITIVE SUCTION
HEADAVAILABLENET POSITIVE SUCTION HEADREQUIREDOUTSIDE AIR
FULL LOAD AMPSFEET PER MINUTEFEET PER SECONDFEETINCHINVERT ELEVATION1000 BRITISH THERMAL UNITS PER
ABBREVIATIONS
lot 2, Black Canyon Inn, Estes Park CO 80517
SYMBOLS AND DESCRIPTIONS
Black Canyon Resort LLC
MECHANICAL LEGEND GALGPHGPMOA
FLAFPMFPSFTHDHPHRHZINI.E.KWKWHLATLBSLFLWTMATMBHMCAMERVMOCPNANCNFPANICNONPSHANPSHR
PIPING DESIGNATIONS AND FITTINGS
SHEET METAL FITTINGS AND EQUIPMENT
ALL SYMBOLS IN LEGEND MAY NOT BE USED ON THIS PROJECT.
SECTION REFERENCE NUMBER.SECTION SHEET NUMBERAIR DEVICE DESIGNATIONLINEAR SLOT DESIGNATIONREBALANCE EXISTING DIFFUSER
##
200200REB200
@-###
ARROW IN LINE INDICATES
EQUIPMENT DESIGNATION.EXISTING DUCTWORK / PIPING TO REMAINEXISTING DUCTWORK / PIPING TO BE REMOVED.HEATING WATER SUPPLYHEATING WATER RETURNHEAT RECOVERY SUPPLYHEAT RECOVERY RETURNCHILLED
WATER SUPPLYCHILLED WATER RETURNCONDENSER WATER SUPPLYCONDENSER WATER RETURNLOW PRESSURE STEAMSTEAM (CONDENSATE) RETURNREFRIGERANT LIQUIDREFRIGERANT SUCTIONREFRIGERANT HOT GASCONDENSATE
DRAINPUMPED CONDENSATE DRAINRADIANT HEATINGSNOWMELTDIRECTION OF FLOW
AA
SUPPLY AIR DIFFUSERRETURN AIR GRILLEEXHAUST AIR GRILLELINEAR SLOT DIFFUSERSUPPLY DUCT UPSUPPLY DUCT DOWNRETURN DUCT UPRETURN DUCT DOWNEXHAUST DUCT UPEXHAUST DUCT DOWN
PIPING NOTATION
ACCESS DOORABOVE FINISH FLOORAIR FLOW MEASURING STATIONANNUAL FUEL UTILIZATIONAIR HANDLING UNITACCESS PANEL
EFFICIENCYBUILDING AUTOMATION SYSTEMBOTTOM OF DUCTBOTTOM OF PIPEBRAKE HORSE POWERBUILDING MANAGEMENT SYSTEMBRITISH THERMAL UNITCUBIC FEET PER HOURCUBIC FEET PER MINUTECARBON MONOXIDECARBON
DIOXIDECOEFFICIENT OF PERFORMANCECONDENSING UNITCONSTANT VOLUMECONDENSER WATER PUMPDRY BULB TEMPERATUREDECIBELDIRECT DIGITAL CONTROLDOWNDIFFERENTIAL PRESSUREDUCT SUMPDIRECT EXPANSIONEXISTINGEXHAUST
AIRENTERING AIR TEMPERATUREENERGY EFFICIENCY RATIOEFFICIENCYEXTERNAL STATIC PRESSUREEXPANSION TANKENTERING WATER TEMPERATUREDEGREES FAHRENHEITFAN COIL UNIT
X
EF
RLRHSM
RSCD
LPS
HRSLPRPCD
HWSHRRCWSRHG
HWRCWR
CHWSCHWR
X" PIPE TYPE (XXX)XXX = GPM OF FLOW FOR PIPING
ADAFFAFMSAFUEAHU (AH)APBASBODBOPBHPBMSBTUCFHCFMCOCO2COPCUCVCWPDBdBDDCDNDPDSDX(E)EAEATEEREFFESPETEWTFCU (FC)
NECK SIZEDEVICE TYPESLOT LENGTHAIRFLOW
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
A R C H I T E C T U R E P. C.
BASIS
BAS1S.com
303.848.3740
Architecture, P.C.
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
M0.1
Sheet No:
SCHEDULES
MECHANICAL
Sheet Title:
PERMIT
11/21/2018
Issue:Date:
Suites
lot 2, Black Canyon Inn, Estes Park CO 80517
Black Canyon Resort LLC
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
A R C H I T E C T U R E P. C.
BASIS
BAS1S.com
303.848.3740
Architecture, P.C.
ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING.ALL DUCTWORK IDENTIFICATION AND INSTALLATION TO ADHERE TO SMACNA STANDARDS AND ALLVANES SHALL BE USED CONSISTING
OF SINGLE BLADE DUCT VANES WITH 2.5 INCH BLADE SPACING.ALLOWABLE MANUFACTURERS:ALL INSULATION SHALL MEET ALL CODE REQUIREMENTS AND FIRE AND SMOKE HAZARD RATINGS OF ASTMADJUSTING AND
BALANCING:ADJUST AIR HANDLING SYSTEM TO WITHIN 5 PERCENT FROM INDICATED FIGURES.ALL UNITS TO BE SUPPLIED WITH FACTORY CONTROLS.VALVE, DIRT LEG, AND UNION AT EACH ROOFTOP UNIT. PAINT
ALL GAS PIPING EXPOSED TO WEATHER WITHAFTER COMPLETION OF THE WORK DESCRIBED IN THIS SPECIFICATION AND SHOWN ON THE DRAWINGS, THEAND STICKERS NOT CONTAINING OPERATION INSTRUCTION.
MECHANICAL CONTRACTOR SHALL REMOVE
COORDINATE WITHOUT DELAY ROUGHING-IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING ANDCONDUIT ROUGH-IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN.SUPPORT PLUMBING AND MECHANICAL
EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOTSUPPORT PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, ANDOTHER NON-STRUCTURAL ELEMENTS.PROVIDE
ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TOCONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES,SCREWDRIVER-TYPE LOCK,
ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAINSEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATENON-SHRINK, NON-HARDENING
COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON-FIRE-RATED FLOOR ANDWALL PENETRATIONS WITH FIBERGLASS
PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION).COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OFFIRE-RATED ASSEMBLIES WITH 3M # CP-25
FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD ASREQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OFFIRE-RATED ASSEMBLIES.SEAL EXTERIOR WALL PENETRATIONS
BELOW GRADE WITH CAST IRON WALL PIPES AND MODULARMECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX.PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING
THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BECAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED.PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE.
SLEEVES SHALL BE SCHEDULE40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER-TIGHT WITH SILICONECAULK.HEATING, VENTILATION, AND AIR CONDITIONINGPROVIDE ALL
SHEET METAL DUCT SYSTEMS, CONNECTIONS, DAMPERS, HOUSINGS, SHEET METAL DOORSFOR THE COMPLETE SUPPLY, RETURN, AND EXHAUST SYSTEMS.PROVIDE ACCESS DOORS IN DUCTWORK FOR OBSERVATION AND
MAINTENANCE OF ALL DAMPERS, COILS,FIRE DAMPERS, ETC.METAL AND GAUGE: UNLESS SPECIFIED OTHERWISE GALVANIZED IRON SHALL BE USED THROUGHOUT,FABRICATED AND INSTALLED SO THAT NO VIBRATING
OR NOISE RESULTS. SHEET STEEL SHALL BE OF THEUS STANDARD GAUGE AS RECOMMENDED IN THE LATEST EDITION OF SMACNA.DUCT WORKMANSHIP: ALL DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN A WORKMANLIKE
MANNER.DUCTS SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE WITH NEATLY FINISHED JOINTS, AIRTIGHT, ANDSHALL BE FREE FROM VIBRATION UNDER ALL CONDITIONS OF OPERATION. THE INTERNAL ENDS
OF SLIPJOINTS SHALL BE MADE IN THE DIRECTION OF AIRFLOW. DUCTS SHALL BE SECURELY ATTACHED TO THEBUILDING CONSTRUCTION IN AN APPROVED MANNER.DUCT TURNS: ALL 90 DEGREE ELBOWS UP TO 18
INCHES WIDE AND ALL 45 DEGREE ELBOWS SHALL HAVE ANINSIDE RADIUS OF NOT LESS THAN ONE HALF THE WIDTH OF THE DUCT. 90 DEGREE ELBOWS WITH TURNINGDAMPERS: SINGLE BLADE TYPE VOLUME DAMPERS
SHALL BE INSTALLED AT DIFFUSER TAKEOFFS, ANDWHERE REQUIRED FOR PROPER BALANCING. HANDLE SHALL BE VISIBLE THROUGH INSULATION.GRILLES, REGISTERS, AND DIFFUSERS: PROVIDE SUPPLY, RETURN,
AND EXHAUST REGISTERS ANDDIFFUSERS AS NOTED ON THE EQUIPMENT SCHEDULE FOR THE TYPE, SIZE, MATERIAL, AND FINISH.FLEX DUCT SHALL BE OWENS-CORNING FOIL-BACK HIGH QUALITY U/L APPROVED.
PLASTIC WRAPPED FLEXDUCT IS NOT ACCEPTABLE.JOHNSONS-MANVILLE CORP.OWENS-CORNINGOR APPROVED EQUAL.DUCT INSULATION TO BE FIBERGLASS INSULATION, WITH VAPOR BARRIER, UL APPROVED, CLASS
I AIR DUCT.SEE DUCT SYSTEM NOTES AND INSULATION SCHEDULE FOR LOCATIONS AND INSULATION THICKNESSES.E-84, NATIONAL FIRE PROTECTION ASSOCIATION 225 AND UL 723, NOT EXCEEDING FLAME SPREAD
25 ANDSMOKE DEVELOPED 50 RATINGS.DRAWN, WROUGHT COPPER FITTINGS, SOLDER JOINTS, USING 95-S SOLDER.PROVIDE DIELECTRIC ISOLATION AND/OR COUPLINGS AT ALL CONNECTIONS BETWEEN DISSIMILAR
PIPING.BALL VALVES:LESS THAN OR EQUAL TO 3-INCH BRONZE BODY, FULL PORT CHROME PLATED BRASS/BRONZE BALL, TEFLONSEATS AND STUFFING BOX RING. BLOWOUT PROOF STEM, LEVER HANDLE AND ADJUSTABLE
BALANCINGMEMORY STOPS, SOLDER OR THREADED ENDS. PROVIDE EXTENDED STEMS FOR INSULATED PIPING.SUBMIT TEST REPORTS FOR TESTING, ADJUSTING, AND BALANCING.TOTAL SYSTEM BALANCE SHALL BE PERFORMED
IN ACCORDANCE WITH NEBB OR AABC PROCEDURALSTANDARDS.BEFORE COMMENCING WORK, VERIFY THAT SYSTEMS ARE COMPLETE AND OPERABLE, WITH CLEAN FILTERS.PROMPTLY REPORT ABNORMAL CONDITIONS IN
MECHANICAL SYSTEMS OR CONDITIONS WHICH PREVENTSYSTEM BALANCE.BALANCING.PERMANENTLY MARK SETTINGS OF DAMPERS, AND OTHER ADJUSTMENT DEVICES ALLOWING SETTINGS TOLEAVE SYSTEMS IN PROPER
WORKING ORDER, REPLACING BELT GUARDS, CLOSING ACCESSORY DOORS,CLOSING DOORS TO ELECTRICAL SWITCH BOXES, AND RESTORING THERMOSTATS TO SPECIFIED SETTINGS.LOW VOLTAGE WIRING - ALL PROVISIONS
FOR LOW VOLTAGE WIRING SHALL BE PERFORMED BY THEMECHANICAL CONTRACTOR UNLESS CODES OR LABOR SITUATIONS DO NOT PERMIT. IF THE MECHANICALCONTRACTOR CAN NOT PERFORM LOW VOLTAGE WIRING,
THE MECHANICAL CONTRACTOR SHALL INFORMTHE GENERAL CONTRACTOR, AS PART OF THE HVAC BID DOCUMENT, TO HAVE THE ELECTRICALSUBCONTRACTOR INCLUDE THIS WORK IN THEIR BID.POWER WIRING - ALL
ELECTRICAL POWER WIRING TO INCLUDE FINAL CONNECTIONS SHALL BE PROVIDED BYTHE GENERAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR.SCHEDULE 40 BLACK CARBON STEEL WITH MALLEABLE IRON THREADED
FITTINGS. PROVIDE SHUT-OFFONE COAT OF PRIMER, AND TWO COATS OF RUST-PROOF PAINT. COLOR SHALL MATCH BUILDING COLORS.COORDINATE WITH OWNER'S CONSTRUCTION MANAGER.TREATED WOOD BLOCKING
6X6X12, 8'-0" OC MAX WITH GALVANIZED PIPE STRAP, 1 1/4" ZINC COATED LAGSCREWS, AND RUBBER WALKPAD ADHERED TO ROOF.MECHANICAL CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT,
REMOVING ALL LABELSCRATING DEBRIS, LEAVING THE INSTALLATION FINISHED AND READY FOR OPERATION, TO INCLUDING CLEANFILTERS IN AIR HANDLING UNITS.
MANSON INSULATION CO.
GOVERNING CODES.BE RESTORED.
2.2.1 AIR DISTRIBUTION:2.1.1 2.1.2 2.1.32.1.42.1.52.1.62.1.72.1.82.1.72.2 INSULATION:2.2.12.2.2 2.2.32.2.42.3 HVAC PIPING.2.3.12.3.2 2.3.32.3.3.12.4 TESTING,
ADJUSTING, AND BALANCING:2.4.1 2.4.22.4.32.4.42.4.52.4.5.12.4.5.2RECORDED DATA SHALL REPRESENT MEASURED OR OBSERVED INITIAL CONDITION AND CONDITION AFTER2.4.5.32.4.5.42.5 CONTROLS:2.5.12.6
ELECTRICAL:2.6.12.6.2 2.7 GAS PIPING:2.7.1 2.7.22.8 MECHANICAL CONTRACTOR RESPONSIBILITIES:2.8.1
1.10.11.11.21.12 ACCESS DOORS:1.12.11.13 PENETRATIONS:1.13.11.13.21.13.31.13.41.13.5
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
EXISTING PIPING, DUCTWORK, EQUIPMENT, ETC. AS INDICATED ON THE PLANS OR
GENERALDEMONSTRATE THE OPERATION OF ALL SYSTEMS FOR THE OWNER AT A TIME AS DIRECTED BY THE OWNER.FIELD VERIFY ALL EXISTING CONDITIONS AND INCLUDE AN ALLOWANCE IN BID FOR REMOVAL AND/ORRELOCATION
OF AS REQUIRED TO COORDINATE AND ADAPT NEW AND EXISTING SYSTEMS TO ALL OTHER WORK.CONTRACTORS SHALL VERIFY OPERATIONAL CONDITION OF ALL EQUIPMENT LOCATED WITHIN THE AREAPRIOR TO
BEGINNING WORK. THE CONTRACTORS SHALL PREPARE A LIST OF DEFICIENCIES FOR THEPROPERTY MANAGER/OWNER PRIOR TO THE START OF CONSTRUCTION. THIS LIST SHALL ALSO INCLUDEANY ITEMS THAT WERE
NOT, OR COULD NOT BE VERIFIED.REPLACE ANY WORK OR MATERIAL INSTALLED OR FURNISHED UNDER THIS CONTRACT WHICH DEVELOPSDEFECTS, EXCEPT FOR NORMAL WEAR, WITHIN ONE (1) YEAR AFTER CERTIFICATE
OF COMPLETION ISSECURED. RETURN DEFECTIVE MATERIALS TO OWNER.CONTRACTOR SHALL OBTAIN OWNER OR BUILDING MANAGEMENT APPROVAL BEFORE CUTTING ANY FLOORTHE SPECIFICATIONS AND DRAWINGS FOR
THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THEWORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OFDISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND
REQUEST CLARIFICATION PRIOR TOPROCEEDING WITH THE WORK INVOLVED.PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TOTHE CONDITIONS UNDER WHICH
THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDEREDSUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THECONTRACT PRICE.PROVIDE NEW MATERIAL,
EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISESTATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE,AND FREE FROM ANY DEFECTS. MODEL
NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THEDRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONSOF THE TRIM GOVERN MODEL NUMBERS.WORK PERFORMED
UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCEWHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BETHE FINEST POSSIBLE BY EXPERIENCED
MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLECODES AND LAWS.THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TOEFFICIENCY, CAPACITY, NOISE LEVEL,
ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING,DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL,MATERIALS AND EQUIPMENT SHALL BE
OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTYAND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED.REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING
CARTONS,CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEANEQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT
THETERMINATION OF THE WORK.REPAIR OR REPLACE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TOTHE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION.COORDINATE
WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMSTHAT ARE BEING INSTALLED AND/OR EXISTING SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FITTHE AVAILABLE
SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRINGMAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BERELOCATED AT NO ADDITIONAL COST
TO THE OWNER.UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS INBUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN.
MECHANICALCONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES ANDOPENINGS ARE REQUIRED, KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THECONSTRUCTION
OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH ORDELAY THE WORK OF OTHER TRADES.FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. MECHANICALCONTRACTOR
SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR.MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BYPROPER CHECKING AND
INSPECTION.MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DUCTWORK LAYOUT TO THE ENGINEERFOR APPROVAL PRIOR TO INSTALLATION.WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM,
BE IN CONFORMANCE WITH APPLICABLENATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATEDCURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING
ANY AMENDMENTS AND STANDARDSAS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES(UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN
SOCIETY OF MECHANICALENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS(ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY
OF TESTING MATERIALS(ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACTDOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THECONTRACT
DOCUMENTS SHALL TAKE PRECEDENCE.PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORKHEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES
OF INSPECTION TOOWNER. MECHANICAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW.STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER
WITHWATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECTFROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEENDAMAGED
BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND MECHANICAL CONTRACTOR ISOBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AS APPROVED BY OWNER.KEEP PREMISES ROOM CLEAN
FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THISCONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATIONOF THE WORK.PLUG OR CAP OPEN
ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED OR INSTALLED DURINGCONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS.KEEP THE MANUFACTURER PROVIDED PROTECTIVE
COVERINGS ON FLOOR DRAINS, FLOOR SINKS, ANDTRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK ANDPOLISH EXPOSED SURFACES.COLLECT AND COMPILE A COMPLETE
BROCHURE OF FIXTURES, MATERIALS, AND EQUIPMENT FURNISHEDAND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS,MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS,
PARTS LISTS, APPROVED SHOP DRAWINGS, ANDDESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THATLISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER,
GENERAL CONTRACTOR,SUBCONTRACTOR, AND AN INDEX OF CONTENTS.SUBMIT COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AND OWNER AT THETERMINATION OF THE WORK. PAPER CLIPS,
STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOTCONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL AND PLUMBING SYSTEMS WILL BEWITHHELD UNTIL THIS EQUIPMENT BROCHURE IS
DEEMED COMPLETE BY THE ARCHITECT, ENGINEER, ANDOWNER.WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTYWORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12
MONTHS FROM DATE OF SUBSTANTIALCOMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTIONDOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS.
REMEDY ALL DEFECTS,OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1.WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS
WITHOUT ANYADDITIONAL COSTS TO THE OWNER.AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING ANDPROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES
EXTENDING BEYOND THE ONE YEARPERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THECOMMENCEMENT DATE AND TERM.PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC.
AS REQUIRED TO INSTALL WORK UNDER THISSECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURBSTRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT.
CUT HOLES AS SMALL ASPOSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDERTHIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION.
REPAIR ANDREFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNERSATISFACTORY TO THE ARCHITECT.
INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH
1.8 WARRANTIES:
1.1.1 MECHANICAL GENERAL REQUIREMENTS:1.1.1 PROVIDE ALL ITEMS FOR COMPLETE AND SUCCESSFUL OPERATION OF ALL MECHANICAL SYSTEMS.1.1.21.1.31.1.41.1.5PENETRATIONS.1.1.61.2
INSPECTION OF SITE:1.2.11.3 MATERIAL AND WORKMANSHIP:1.3.11.3.21.3.31.3.41.3.51.4 COORDINATION:1.4.11.4.21.4.3 1.4.5 1.5 ORDINANCES AND CODES:1.5.11.5.2 1.6 PROTECTION
OF EQUIPMENT AND MATERIALS:1.6.1 1.6.21.6.31.6.41.7 OPERATION AND MAINTENANCE INSTRUCTIONS:1.7.11.7.21.8.11.8.21.8.31.9 CUTTING AND PATCHING:1.9.11.10 ROUGH-IN:
123
CUCUCU
M1.0
6
Sheet No:
1-22-23-1
HRCHRCHRC
DWH-2
3
#
(TYP.)
DWH-1
1-1 6
2-1
HRC
HRC
STORAGE
MECHANICAL
5
FLOOR -
UPPER LEVEL
MECHANICAL PLAN
Sheet Title:
1-12
FCU
8"Wx8"H EA LOUVER. RE: ARCHITECTURAL PLANS FOR LOUVER REQUIREMENTS.COORDINATE FINAL LOCATION WITH FURNITURE LAYOUT AND OWNER.TERMINATE PER MANUFACTURER'S REQUIREMENTS AND COORDINATE
VENT REQUIREMENTSWITH FINAL FIREPLACE SELECTION.TERMINATE WITH ROOF CAP IN CHIMNEY.CONCENTRIC VENT FROM UNIT HEATER BELOW. OFFSET AS REQUIRED AND TERMINATE ATROOF PER MANUFACTURER'S
RECOMMENDATIONS.TERMINATE AT ROOF PER MANUFACTURER'S RECOMMENDATIONS.
FIELD COORDINATE EXACT LOCATION AND REFRIGERANT PIPING ROUTING.
2.3.4.5.5.6.
1.
WORK NOTES:
43
PERMIT
BALCONY
11/21/2018
Issue:Date:
1
1
EF
FLUE UP THRU ROOF
1
EF 3
1
BALCONY
FCU1-11
Suites
1-5
FCU
N
43
BALCONY
lot 2, Black Canyon Inn, Estes Park CO 80517
1
Black Canyon Resort LLC
1
EF
FLUE UP THRU ROOF
1
EF
1
BALCONY
1-4
FCU
1/4" = 1'-0"
1-3
FCU
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
UPPER LEVEL FLOOR - MECHANICAL PLAN SCALE:
A R C H I T E C T U R E P. C.
43
BALCONY
1
1
EF
FLUE UP THRU ROOF
BASIS
BAS1S.com
303.848.3740
Architecture, P.C.
1
EF
1
BALCONY
1-2
FCU
2
2
1-1
FCU
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
43
WINDSOR, CO 80550
BALCONY
1
1
EF
FLUE UP THRU ROOF
M1.1
3
Sheet No:
WWWDWD
#W/DW/D
2
EF
M
4
FLOOR -
LAUNDRY
LOWER LEVEL
5
MECHANICAL PLAN
1 Sheet Title:
UH
TERMINATE PER MANUFACTURER'S REQUIREMENTS AND COORDINATE VENT REQUIREMENTSWITH FINAL FIREPLACE SELECTION.COORDINATE FINAL LOCATION WITH FURNITURE LAYOUT AND OWNER.WITH BACKDRAFT DAMPER.24"W
x 12"H OA LOUVER. RE. ARCH PLANS FOR LOUVER REQUIREMENTS. INTERLOCKMOTORIZE DAMPER TO OPEN WITH EITHER EXHAUST FAN OR ANY DRYER IN OPERATION.
2
FCU1-14
2.3.4.5.
1.
WORK NOTES:
1
EF
PERMIT
1
11/21/2018
Issue:Date:
PATIO
PATIO
1
F
1
E
FCU1-13
2
Suites
2
FCU1-10
N
1
EF
1
lot 2, Black Canyon Inn, Estes Park CO 80517
PATIO
Black Canyon Resort LLC
PATIO
1
F
1
E
1-9
FCU
2
1/4" = 1'-0"
2007 100Yr Party Ct, Ste #1
2
Longmont, Colorado 80504
1-8
FCU
LOWER LEVEL FLOOR - MECHANICAL PLAN SCALE:
1
EF
A R C H I T E C T U R E P. C.
1
PATIO
BASIS
BAS1S.com
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Architecture, P.C.
PATIO
1
F
1
E
1-7
FCU
2
2
1-6
FCU
1
EF
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
1
PATIO
P0.0
11/21/2018
PERMIT ISSUE5
Sheet No:
TOTAL:
SCHEDULES
LEGEND AND
PLUMBING INDEX,
Sheet Title:
DESIGN DATAPIPING SYSTEM NOTES
FIRE PROTECTION NOTES
PLUMBING DRAWING INDEX
2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL PLUMBING CODE2015 IECCALL APPLICABLE LOCAL AMENDMENTS
Estes Park, CO
PERMIT
11/21/2018
Issue:Date:
ISSUED FOR CONSTRUCTIONISSUED FOR REFERENCE ONLY
SHEET TITLEPLUMBING INDEX, LEGEND AND SCHEDULESPLUMBING SCHEDULES AND DIAGRAMSPLUMBING DIAGRAMSL0 WALK-OUT LEVEL - PLUMBING PLANL1 GROUND LEVEL - PLUMBING PLAN
ALL NEW COLD, HOT AND HOT WATER CIRC WATER PIPING SHALL BE TYPE "L" HARD DRAWN COPPER CONFIRMING TO LEAD-FREEALL BELOW GRADE SANITARY PIPING SHALL BE SCHEDULE 40 PVC. ABOVE GRADE SANITARY
SEWER SHALL BE CAST IRON WITH NO-HUBABOVE GRADE GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS. BELOW GRADE GAS PIPING SHALL BEAIR TEST OF NOT LESS THAN 50
PSIG. PIPING SHALL HOLD PRESSURE FOR A MINIMUM ONE (1) HOUR.ALL NEW PIPING SHALL BE SCHEDULE 40 STEEL; THIN WALL STEEL OR PLASTIC PIPING WILL NOT BE ALLOWED.ALL NEW SPRINKLER HEADS
LOCATED WITHIN FRONT OF HOUSE AREAS SHALL BE FULLY CONCEALED WITH ESCUTCHEON PLATESALL NEW SPRINKLER HEADS LOCATED IN BACK OF HOUSE AREAS SHALL MATCH EXISTING.
STANDARDS WITH CAST BRONZE OR WROUGHT COPPER FITTINGS, SOLDER JOINT TYPE USING ONLY LEAD FREE SOLDER.PROVIDE 1 1/2" FIBERGLASS INSULATION ON ALL HOT AND HOT WATER CIRC PIPING. CW PIPING
DOES NOT REQUIRE INSULATION.PIPE INSULATION SHALL BE SNAP-ON TYPE, FIBERGLASS PIPE INSULATION WITH WHITE SELF-SEALING FLAME RETARDANT VAPOR BARRIERJACKET. ALL VALVES AND FITTINGS SHALL
BE INSULATED.PROVIDE CALCIUM SILICATE INSERT AT ALL HANGER LOCATIONS. PROVIDE INSULATION SHIELDS AT ALL HANGERS WITH HANGERSLOCATED UNDER THE INSULATION AND NOT IN CONTACT WITH THE
PIPING.PROVIDE PIPE MARKERS AND FLOW ARROWS FOR ALL PIPING.FITTINGS.PROVIDE CLEANOUTS WHERE SHOWN ON THE DRAWINGS AT ALL BENDS OF 90 DEGREES OR MORE AND SHALL BE SPACED AT NO OVER 50FEET
APART. ALL CLEAN OUTS SHALL BE ACCESSIBLE.POLYETHENE PIPING WITH SOCKET FUSION FITTINGS.UPON THE COMPLETION OF THE DOMESTIC WATER SUPPLY SYSTEM PIPING SHALL BE TESTED AND PROVED AIR
TIGHT UNDER A WATERPRESSURE TEST NOT LESS THAN THE WORKING PRESSURE OF THE SYSTEM, OR, FOR PIPING SYSTEMS EXCLUDING PLASTIC PIPE, BY ANTHE DESIGN, ENGINEERING AND INSTALLATION OF THE
FIRE PROTECTION SYSTEM SHALL BE DESIGN BUILD BY THE FIRE PROTECTIONCONTRACTOR. THE FIRE PROTECTION CONTRACTOR SHALL BE THE FIRE PROTECTION ENGINEER OF RECORD.FACTORY PAINTED. PAINT
SHALL BE ON A PER ROOM/VENUE/CEILING BASIS AND SELECTED BY THE ARCHITECT/OWNER.THE SPRINKLER SYSTEM SHALL BE DESIGNED PER NFPA 13, THE CURRENT LOCALLY ADOPTED EDITION OF THE IBC, ALL
LOCALREQUIREMENTS BY THE AHJ/FIRE MARSHALL AND THE OWNER'S INSURANCE CARRIER.SUBMIT SPRINKLER DRAWINGS FOR APPROVAL TO THE AHJ AND THE OWNER'S INSURANCE CARRIER.
LOCATION:CODES:
P0.0P0.1P0.2P1.0P1.1
2.3.4.5.6.7.8.9.2.3.4.5.6.
SHEET1.1.
NUMBER
TESTING AND BALANCINGTOTAL DEVELOPED HEADTOTAL EQUIVALENT LENGTHTYPICALVOLTVARIABLE AIR VOLUMEVOLUME DAMPER (MANUAL)VARIABLE FREQUENCY DRIVEVENT THRU ROOFWATER COLUMNWATER HEATER
PHASEPRESSURE REDUCING VALVEPOUND PER SQUARE INCHPOUND PER SQUARE INCH ABS.POUND PER SQUARE INCH GAUGEREVOLUTIONS PER MINUTESQUARE FEETUNLESS NOTED OTHERWISEULTRA VIOLETNEWEXISTINGFUTURERELOCATED
VVAVVDVFDVTRWCWH
PHPRVPSIPSIAPSIGRPMSQ FTTABTDHTELTYPUNO UV(N)(E)(F)(R)
ISOLATION VALVECHECK VALVEPLUG VALVEDYNAMIC VALVETWO-WAY CONTROL VALVETHREE-WAY CONTROL VALVEBALANCING VALVEPRESSURE REDUCING VALVESTRAINERTEST PORT, UNIONTHERMOMETER, PRESSURE GAUGEWELL,
MANUAL AIR VENTPIPE DOWN AND PIPE TEE DOWNPIPE UP AND PIPE TEE UPPIPE CAP, BLIND FLANGEPIPE ANCHOR,ALIGNMENT GUIDE
DOWNSPOUT (DS)CLEANOUT, WALL (WCO)CLEANOUT, FINISH FLOOR (FCO)CLEANOUT, PLUG (CO)FLOOR SINKFLOOR DRAINFROST PROOF WALL HYDRANTHOSE BIBSPRINKLER HEADFIXTURE SUPPORT (WALL CARRIER)
Suites
LINEAR FEETLEAVING WATER TEMPERATUREASSOCIATIONAVAILABLE
HERTZINCHINVERT ELEVATIONKILOWATTKILOWATT-HOURPOUNDS1000 BRITISH THERMAL UNITS PERHOURMINIMUM CIRCUIT AMPSMAXIMUM OVER CURRENTPROTECTIONNOT APPLICABLENORMALLY CLOSEDNATIONAL FIRE PROTECTIONNOT
IN CONTRACTNORMALLY OPENNET POSITIVE SUCTION HEADNET POSITIVE SUCTION HEADREQUIREDPUMPPOUND PER CUBIC FOOTPRESSURE DROP
ABBREVIATIONS
lot 2, Black Canyon Inn, Estes Park CO 80517
PLUMBING LEGEND
SYMBOLS AND DESCRIPTIONS
Black Canyon Resort LLC
HZINI.E.KWKWHLBSLFLWTMBHMCAMOCPNANCNFPANICNONPSHANPSHRPPCFPD
PIPING DESIGNATIONS AND FITTINGS
ALL SYMBOLS IN LEGEND MAY NOT BE USED ON THIS PROJECT.
SECTION REFERENCE NUMBER.SECTION SHEET NUMBER
##
@-###
ABOVE GRADE SANITARYVENT
EQUIPMENT DESIGNATION.EXISTING PIPING TO REMAINEXISTING PIPING TO BE REMOVED.WORK NOTE DESIGNATION.DEMOLITION NOTE DESIGNATION.COMPRESSED AIRDOMESTIC COLD WATERDOMESTIC HOT WATERDOMESTIC
HOT WATER CIRCULATIONDOMESTIC NON-POTBALE WATERDOMESTIC SOFT COLD WATERDOMESTIC SOFT HOT WATEREXISTING DOMESTIC WATEREXISTING SANITARYGAS PIPINGBELOW GRADE SANITARYGREASE SANITARYSS
- COMBINATION WASTE AND VENTCIRCUIT VENTSTORM DRAIN PIPING ABOVE GRADESTORM DRAIN PIPING BELOW GRADEOVERFLOW STORM DRAIN PIPING
POINT OF CONNECTION.NEW TO EXISTINGROOF DRAIN (RD), OVERFLOW ROOF DRAIN (ORD)
##PIPING NOTATION
ACCESS DOORABOVE FINISH FLOORACCESS PANEL
BUILDING AUTOMATION SYSTEMBOTTOM OF PIPEBRAKE HORSE POWERBUILDING MANAGEMENT SYSTEMBRITISH THERMAL UNITCUBIC FEET PER HOURCUBIC FEET PER MINUTECONDENSATE PUMPDOWNEXISTINGEXPANSION TANKENTERING
WATER TEMPERATUREDEGREES FAHRENHEITFULL LOAD AMPSFEET PER MINUTEFEET PER SECONDFEETGALLONSGALLONS PER HOURGALLONS PER MINUTEHEADHORSE POWERHOUR
X
WH
NPV
GSS
CASSSDSD
CWHW
SCWCV
HWCSHWGSSOSD
CWV
X" PIPE TYPE (XXX)XXX = FIXTURE UNITS FOR WATER AND SANITARY PIPINGXXX = GPM OF FLOW FOR HWC PIPINGXXX = MBH CONNECTED LOAD FOR GAS PIPINGXXX, XX = ROOF AREA
IN SQFT. AND GPM FOR STORM PIPING
ADAFFAPBASBOPBHPBMSBTUCFHCFMCPDN(E)ETEWTFLAFPMFPSFTGALGPHGPMHDHPHR
2
P0.0
N.TS.
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
FINISHED FLOOR
A R C H I T E C T U R E P. C.
WALLCHROME WALLCOVER ANDSCREWPLUGGED TEE WITH CLEANOUT1/8"C.I. BENDBALANCE PIPING SAMEAS CLEANOUT GRADE
BASIS
*NOTE: LOCATE CLEANOUTS WHERE THERE IS 18"CLEARANCE AROUND.
BAS1S.com
PLUMBING GENERAL NOTES
303.848.3740
Architecture, P.C.
WALL CLEANOUT DETAIL
1
P0.0
THE EQUIPMENT SPECIFIED ON THE DRAWINGS HAVE BEEN SELECTED AS THE BASIS OF DESIGN. THE USE OF REVIEWED OR SPECIFIEDALL WORK SHALL CONFORM WITH ALL APPLICABLE BUILDINGS CODES, FIRE CODES,
AND ALL AUTHORITIES HAVING JURISDICTION.SCALE DRAWINGS NOR USE AS SHOP DRAWINGS. WHERE ALTERNATIVE ROUTING, OFFSETS, AND TRANSITIONS ARE REQUIRED FOR FIELDCOORDINATION OF ALL OTHER
TRADES, THIS CONTRACTOR SHALL PROVIDE FIELD COORDINATION OF ALL OTHER TRADES, THISCONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS.CONTRACTOR SHALL CLOSELY COORDINATE NEW PLUMBING
WORK WITH ALL NEW AND EXISTING MECHANICAL, PLUMBING, ELECTRICAL,WORK AS REQUIRED TO ACCOMMODATE ALL NEW WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRECONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATION AND INSTALLING SLEEVES, INSERTS AND SUPPORTS AS REQUIRED FOR THIS SCOPEALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION
UNLESS SPECIFICALLY DIRECTEDTHE PLUMBING DIAGRAMS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL GUIDANCE AS TO THECOMPONENTS FOR A COMPLETE INSTALLATION, AND INSURE
THAT ALL INSTALLATIONS ARE IN ACCORDANCE WITH THE EQUIPMENT'SCONTRACTOR SHALL VERIFY THE EXACT LOCATION AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES AT THE SITE PRIOR TO THEALL ROOF
WORK SHALL BE PER THE ROOFING MANUFACTURE'S INSTALLATION INSTRUCTIONS TO MAINTAIN THE EXISTING ROOF WARRANTY.ALL THREADED HOSE CONNECTIONS TO DOMESTIC WATER SYSTEM SHALL HAVE AN APPROVED
VACUUM BREAKER. IE: HOSE BIBS, WALLCOORDINATE AND VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING CONCRETE EQUIPMENT PADS.
DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. WHATEVER IS CALLED FOR IN EITHER IS BINDING AS THOUGH CALLED FOR IN BOTH.EQUALS SHALL BE COORDINATED BY THE CONTRACTOR FOR SPACE REQUIREMENTS,
EQUIPMENT DIMENSIONS, AND PERFORMANCE.DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL DESIGN INTENT, ARRANGEMENT, AND GENERAL EXTENT OF SYSTEMS. DO NOTFIRE PROTECTION, ARCHITECTURAL,
AND STRUCTURAL MEMBERS. RELOCATE EXISTING MECHANICAL, PLUMBING AND FIRE PROTECTIONPROTECTION, FIRE ALARM, LOW VOLTAGE, A/V, ETC.OF WORK AND/OR CORE DRILL REQUIREMENTS. COORDINATE
WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER AS REQUIRED.OTHERWISE.INSTALLATION INTENT WHETHER REFERENCED TO OR NOT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARYMANUFACTURER'S
WRITTEN INSTALLATION INSTRUCTIONS.INSTALLATION OF ANY PIPING SYSTEMS.PROVIDE TEMPERING VALVES FOR ALL LAVATORIES AND HAND WASHING SINKS. TEMPERING VALVES SHALL CONFORM WITH ASSE 1070(POWERS
MODEL LFG480 OR EQUIVALENT).PROVIDE WATER HAMMER ARRESTERS AT ALL QUICK CLOSING VALVES WITH ISOLATION VALVE AND WITH ACCESS OR ACCESS PANEL.HYDRANTS, SYSTEM DRAINS, EQUIPMENT DRAINS,
ETC.PROVIDE ACCESS PANELS IN HARD CEILINGS AND WALLS FOR ACCESS TO ALL PLUMBING EQUIPMENT, ISOLATION VALVES, ETC. THIS SHALLINCLUDE ALL NEW AND EXISTING PLUMBING ITEMS REQUIRING ACCESS.PROVIDE
REDLINE MARKUPS OF ANY FIELD CHANGES OR MODIFICATIONS ON THE CONSTRUCTION DOCUMENTS. REDLINE DRAWINGS SHALLBE REQUIRED WHETHER COORDINATION DRAWINGS ARE REQUIRED OR NOT.
2.3.4.5.6.7.8.9.
1.10.11.12.13.14.15.16.17.18.
N.TS.
SS PIPING. RE: PLANS FORSIZE
FINISHED GRADE. PROVIDE18"x8"x6" DEEP
FLOW
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
(TYP).
C.I. CLEANOUT
FERRULE AND PLUG
(TYP).
CLEANOUT ACCESS COVER
DOUBLE CLEANOUT TO GRADE
P0.1
Sheet No:
PLUMBING
DIAGRAMS
SCHEDULES AND
Sheet Title:
PERMIT
11/21/2018
Issue:Date:
Suites
lot 2, Black Canyon Inn, Estes Park CO 80517
Black Canyon Resort LLC
4
P0.2
N.TS.
ISOLATION VALVEEXTERIOR WALLFINISHED GRADE
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
AS SCHEDULED
REDUCED PRESSUREBACKFLOW PREVENTERSEE PLANS FOR SIZE
TO FLOOR
FIXED AIR GAP
ANCHOR PIPING
A R C H I T E C T U R E P. C.
THRUST BLOCK
BASIS
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Architecture, P.C.
DOMESTIC WATER ENTRY
TO DOMESTIC WATER SYSTEM(MIN, 24" AFF, MAX 48" AFF)DRAIN LINE FULL SIZE OF AIRGAP, DISCHARGE TO 3" ABOVEFLOOR DRAIN
FLOOR STANDFINISHED FLOOR
2
1P.02
3
P0.2P0.2
N.TS.
THREADED PLUG.FITTING GLEANOUTADAPTER.PVC PIPE STUB.
UNIT G
2018075.00
G2CE.COM
(970) 460-7400
GAS EQUIPMENT
1039 MAIN STREET
WINDSOR, CO 80550
ROOF DECK ANCHOR PIPE TO ROOF DECK WITH U-BOLT AROUND
PIPE AND ANGLE IRON WELDED OR SCREWED TOROOF DECK OR JOIST. MINIMUM 12" BELOW ROOFNO-HUB PIPE CONNECTORS ON CAST IRON PIPE ORBELL AND SPIGOT IF PVC.
MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TOHEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET.
REFERENCE PLANS FOR LOCATIONAND SIZE OF TRANSFER AIR DUCTS.
WYE.
NOTES:
1.
UNION
CLEANOUT COVER & FRAMENEENAH R-1976 ORAPPROVED EQUAL.CONCRETE SUPPORT PAD.EXPANSION JOINT MATERIAL.4" PVC.
GAS PIPING
DIRT LEG
GAS BALLSHUT-OFF VALVE
FULL SIZE X 6" LONG
ROOFING CONTRACTOR.VERTICALLY ABOVE ANY BUILDING OPENING ORSURFACE, 5'-0" FROM PARAPETS, AND 1'-6" FROMOFFSET IN CEILING SPACE WHERE REQUIRED TO
REFER TO PLANS FOR VTR PIPE SIZES ANDLOCATIONS. LOCATE VTR A MINIMUM OF 3'-0" FROMPROPERTY LINES, 10'-0" HORIZONTALLY OR 3'-0"FRESH AIR INTAKES, 1'-0" FROM ANY VERTICALEXPANSION JOINTS,
EQUIPMENT CURBS, ETC.MEET THESE CONDITIONS.
PLUMBING CONTRACTOR
TO COORDINATE INSTALL.
OF VENT THRU ROOF IS BY
SEE SECTION
10'-0" MIN.
FLASHING AND COUNTERFLASHING
DETAIL AT RIGHT.
REQUIRES A MINIMUM 3" VENT THRU ROOF
PROVIDE PIPE INCREASER IF/WHERE CODE
END OF SERVICE LINE.
0'-10"
VENT THROUGH ROOF DETAIL
CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIREDBY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEALBETWEEN PIPE AND SLEEVE OR DECK
CLEANOUT DETAILGAS APPLIANCE CONNECTION DIAGRAM
P0.2
Sheet No:
PLUMBING
DIAGRAMS
Sheet Title:
PERMIT
11/21/2018
Issue:Date:
3/4" HWC1 1/2" CW1 1/4" HW
2" G (10" WC, 400)
1
ST
Suites
1
CP
lot 2, Black Canyon Inn, Estes Park CO 80517
Black Canyon Resort LLC
1
ET
2
DWH
3/4" HWC
1 1/2" CW
2" G (10" WC, 400)
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
1 1/4" CW1 1/4" HW1 1/4" HW
1 1/2" G (10" WC, 200)
A R C H I T E C T U R E P. C.
MOUNT WATER HEATER TOMANUFACTURERSRECOMMENDATION
1
DWH
BASIS
BAS1S.com
303.848.3740
Architecture, P.C.
UNIT G
G2CE.COM2018075.00
(970) 460-7400
1039 MAIN STREET
WINDSOR, CO 80550
P1.0
2" V UP
1 1/2" V UP1 1/2" V UP Sheet No:
#
1 1/2" V
IE = - 2.83'
WWWDWD
S-1
FCO
W/DW/D
WB-1 (4)
4" SS4" SS
1" CW3/4" CW
1" HW3/4" HW
COTG
2-WAY
3/4" HWC
XXX
2" FD-1
2" FD-1
UH-1
- PLUMBING PLAN
UP
Sheet Title:
1.L0 WALK-OUT LEVEL
WORK NOTES:
3/4" HWC
1 1/4" HW1 1/2" CW
WC-1
1" G (75)
1" CW1" HW
3/4" HWC
PERMIT
1 1/4" HW3/4" HWC
1 1/2" CW
SH-1
11/21/2018
Issue:Date:
L0 WALK-OUT LEVEL
4" SS
1/2" HW/CW UP TO
1 1/4" (10" WC, 147)
1/2" (21)
L-1
1 1/4" (126)
BT-1
4" SS
1/2" = 1'-0"
SH-2
ENLARGED SUITE BATHROOM - WATER SCALE:
2
P1.0
Suites
L-1
WC-1L-1
3/4" HWC
1 1/4" CW1 1/4" HW
UP TO
UP TO
1/2" HW/CW
1/2" HW/CW
1/2" UP TO
1 1/4" (105)
N
lot 2, Black Canyon Inn, Estes Park CO 80517
4" SS
Black Canyon Resort LLC
1" (84)
4" SS
1/4" = 1'-0"
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
L0 WALK-OUT LEVEL - PLUMBING PLAN SCALE:
1 1/4" HW3/4" HWC
1 1/4" CW
A R C H I T E C T U R E P. C.
1" (63)
4" SS
4" SS
L0 WALK-OUT LEVEL
WC-1
BASIS
BAS1S.com
303.848.3740
Architecture, P.C.
3/4" (42)
2" V
4" SS
L-1
1" CW1" HW
3/4" HWC
3" SS
2" V
4" SS
BT-1
2" V
UNIT G
SH-2
3" SS UP
G2CE.COM2018075.00
1/2" = 1'-0"
(970) 460-7400
1039 MAIN STREET
2" V UPWINDSOR, CO 80550
ENLARGED SUITE BATHROOM - SEWER AND VENT SCALE:
1/2" (10" WC, 21)
4" SS
1
P1.0
IE = - 1.53'
P1.1
2
#
1 1/4" CW3" SS DN
Sheet No:
2
DWH1
ST
1
CP
1
1 1/4" CW
1
1 1/2" (200)
1 1/4" HW
DWH
3/4" HWC
1 1/2" CW
3" (10" WC, 888)
SEE PIPING DIAGRAM ON SHEET P0.2.NEW GAS METER LOCATION. TOTAL LOAD 888 MBH (1106 CFH) AT 10" WC.
2" (400)
2.
1.
WORK NOTES:
PLUMBING PLAN
2" G (341)
Sheet Title:
2 1/2" (10" WC, 547)
L1 GROUND LEVEL -
1 1/2" (266)
1" G (75) DN.
1 1/4" (10" WC, 147)
PERMIT
11/21/2018
Issue:Date:
L1 GROUND LEVEL
1 1/2" (10" WC, 228)
SH-1
1/2" = 1'-0"
WC-1
Suites
ENLARGED SUITE BATHROOM - WATER SCALE:
2
L-1 (2)
1 1/2" (190)
P1.1
lot 2, Black Canyon Inn, Estes Park CO 80517
Black Canyon Resort LLC
N
1 1/4" (152)
1/4" = 1'-0"
2007 100Yr Party Ct, Ste #1
Longmont, Colorado 80504
L1 GROUND LEVEL - PLUMBING PLAN SCALE:
1 1/4" (114)
A R C H I T E C T U R E P. C.
BASIS
L1 GROUND LEVEL
BAS1S.com
303.848.3740
Architecture, P.C.
1" (76)
SH-1
3" SS DN.
2" SS
UNIT G
3/4" (10" WC, 38)
G2CE.COM2018075.00
2" V1 1/2" V
(970) 460-7400
1039 MAIN STREET
3" SS
WC-1
WINDSOR, CO 80550
2" V DN1/2" = 1'-0"
2" V
L-1 (2)
ENLARGED SUITE BATHROOM - SEWER AND VENT SCALE:
3" V UP TO ROOF
1
P1.1
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35:53363785793726:2649
3B35822774524537992465
JOB SUMMARY REPORT
Beams.4te
01: Level
Member NameResultsCurrent SolutionComments
R1Passed1 Piece(s) 6 x 12 Douglas Fir-Larch No. 1
R2Passed2 Piece(s) 2 x 8 Hem-Fir No. 2
R3Passed2 Piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL
R4Passed1 Piece(s) 6 x 12 Douglas Fir-Larch No. 1
M2Passed1 Piece(s) 4 x 10 Douglas Fir-Larch No. 1 @ 36" OC
M3Passed2 Piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL
M4Failed1 Piece(s) 6 x 12 Douglas Fir-Larch No. 1
M5Passed2 Piece(s) 2 x 10 Hem-Fir No. 2
T&G at DeckPassed1 Piece(s) 2 x 6 Hem-Fir No. 2 (Plank)
2203103129!8;63;45!BN
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MEMBER REPORT
1 piece(s) 6 x 12 Douglas Fir-Larch No. 1
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Roof
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Drop Beam
Member Reaction (lbs)3335 @ 4"18906 (5.50")Passed (18%)--1.0 D + 1.0 S (All Spans)
Building Use : Residential
Shear (lbs)2713 @ 1' 5"8244Passed (33%)1.151.0 D + 1.0 S (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)11591 @ 7' 7 1/4"15684Passed (74%)1.151.0 D + 1.0 S (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.326 @ 7' 7 1/4"0.485Passed (L/536)--1.0 D + 1.0 S (All Spans)
Member Pitch: 0/12
Total Load Defl. (in)0.440 @ 7' 7 1/4"0.727Passed (L/397)--1.0 D + 1.0 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 15' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
BearingLoads to Supports (lbs)
TotalAvailableRequiredDeadSnowTotalAccessories
Supports
1 - Column - DF5.50"5.50"1.50"86324713334Blocking
2 - Column - DF5.50"5.50"1.50"86324713334Blocking
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
TributaryDeadSnow
Loads Location (Side)Width(0.90)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
0 to 15' 2 1/2"N/A16.0
0 to 15' 2 1/2"
2!.!Vojgpsn!)QTG*
6' 6"15.050.0Roof
(Top)
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
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!Uipnqtpo-!Jod/
Qbhf!3!pg!21
PASSED
Mfwfm-!S3
MEMBER REPORT
2 piece(s) 2 x 8 Hem-Fir No. 2
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Wall
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Header
Member Reaction (lbs)2722 @ 1 1/2"3645 (3.00")Passed (75%)--1.0 D + 1.0 S (All Spans)
Building Use : Residential
Shear (lbs)1482 @ 10 1/4"2501Passed (59%)1.151.0 D + 1.0 S (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)2223 @ 1' 10 1/2"2569Passed (87%)1.151.0 D + 1.0 S (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.030 @ 1' 10 1/2"0.117Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.040 @ 1' 10 1/2"0.175Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 3' 9" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 9" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
BearingLoads to Supports (lbs)
TotalAvailableRequiredDeadSnowTotalAccessories
Supports
1 - Trimmer - HF3.00"3.00"2.24"63620862722None
2 - Trimmer - HF3.00"3.00"2.24"63620862722None
TributaryDeadSnow
Loads Location (Side)Width(0.90)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
0 to 3' 9"N/A5.5
Residential - Living
2!.!Vojgpsn!)QTG*
0 to 3' 9"22' 3"15.050.0
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
Gpsuf!Tpguxbsf!PqfsbupsKpc!Opuft
Gpsuf!w6/4-!Eftjho!Fohjof;!W8/1/1/6
Tdpuu!Ibshspwf
DUM
Cfbnt/5uf
)!!!*!!!!.
!Uipnqtpo-!Jod/
Qbhf!4!pg!21
PASSED
Mfwfm-!S4
MEMBER REPORT
2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Wall
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Header
Member Reaction (lbs)4811 @ 3"11419 (4.50")Passed (42%)--1.0 D + 1.0 S (All Spans)
Building Use : Residential
Shear (lbs)3236 @ 1' 1 3/4"7074Passed (46%)1.151.0 D + 1.0 S (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)7259 @ 3' 6"12884Passed (56%)1.151.0 D + 1.0 S (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.111 @ 3' 6"0.217Passed (L/702)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.145 @ 3' 6"0.325Passed (L/536)--1.0 D + 1.0 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c unless detailed otherwise.
BearingLoads to Supports (lbs)
TotalAvailableRequiredDeadSnowTotalAccessories
Supports
1 - Trimmer - HF4.50"4.50"1.90"113636754811None
2 - Trimmer - HF4.50"4.50"1.90"113636754811None
TributaryDeadSnow
Loads Location (Side)Width(0.90)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
0 to 7'N/A9.4
Residential - Living
2!.!Vojgpsn!)QTG*
0 to 7'21'15.050.0
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
Gpsuf!Tpguxbsf!PqfsbupsKpc!Opuft
Gpsuf!w6/4-!Eftjho!Fohjof;!W8/1/1/6
Tdpuu!Ibshspwf
DUM
Cfbnt/5uf
)!!!*!!!!.
!Uipnqtpo-!Jod/
Qbhf!5!pg!21
PASSED
Mfwfm-!S5
MEMBER REPORT
1 piece(s) 6 x 12 Douglas Fir-Larch No. 1
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Roof
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Drop Beam
Member Reaction (lbs)3087 @ 4"18906 (5.50")Passed (16%)--1.0 D + 1.0 S (All Spans)
Building Use : Residential
Shear (lbs)2512 @ 1' 5"8244Passed (30%)1.151.0 D + 1.0 S (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)10732 @ 7' 7 1/4"15684Passed (68%)1.151.0 D + 1.0 S (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.301 @ 7' 7 1/4"0.485Passed (L/580)--1.0 D + 1.0 S (All Spans)
Member Pitch: 0/12
Total Load Defl. (in)0.407 @ 7' 7 1/4"0.727Passed (L/429)--1.0 D + 1.0 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 15' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
BearingLoads to Supports (lbs)
TotalAvailableRequiredDeadSnowTotalAccessories
Supports
1 - Column - DF5.50"5.50"1.50"80622813087Blocking
2 - Column - DF5.50"5.50"1.50"80622813087Blocking
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
TributaryDeadSnow
Loads Location (Side)Width(0.90)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
0 to 15' 2 1/2"N/A16.0
0 to 15' 2 1/2"
2!.!Vojgpsn!)QTG*
6'15.050.0Roof
(Top)
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
Gpsuf!Tpguxbsf!PqfsbupsKpc!Opuft
Gpsuf!w6/4-!Eftjho!Fohjof;!W8/1/1/6
Tdpuu!Ibshspwf
DUM
Cfbnt/5uf
)!!!*!!!!.
!Uipnqtpo-!Jod/
Qbhf!6!pg!21
PASSED
Mfwfm-!N3
MEMBER REPORT
1 piece(s) 4 x 10 Douglas Fir-Larch No. 1 @ 36" OC
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Floor
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Joist
Member Reaction (lbs)1811 @ 1 1/2"3281 (1.50")Passed (55%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Building Use : Residential
Shear (lbs)1310 @ 10 3/4"3885Passed (34%)1.001.0 D + 1.0 L (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)2940 @ 3' 7 1/2"4991Passed (59%)1.001.0 D + 1.0 L (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.046 @ 3' 7 1/2"0.175Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.071 @ 3' 7 1/2"0.350Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
TJ-ProRatingN/AN/A------
Deflection criteria: LL (L/480) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 7' o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' o/c unless detailed otherwise.
Applicable calculations are based on NDS.
No composite action between deck and joist was considered in analysis.
BearingLoads to Supports (lbs)
Floor
Supports
TotalAvailableRequiredDeadSnowTotalAccessories
Live
1 - Hanger on 9 1/4" HF ledger1.50"Hanger¹1.50"65310885442285See note ¹
2 - Hanger on 9 1/4" DF beam5.50"Hanger¹1.50"71311885942495See note ¹
At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
¹ See Connector grid below for additional information and/or requirements.
Connector: Simpson Strong-Tie Connectors
SupportModelSeat LengthTop NailsFace NailsMember NailsAccessories
1 - Top Mount HangerConnector not foundN/AN/AN/AN/A
2 - Top Mount HangerLBV3.56/9.252.50"6-10d common4-10d common2-10d x 1-1/2
DeadFloor LiveSnow
Loads Location (Side)Spacing(0.90)(1.00)(1.15)Comments
Residential - Living
2!.!Vojgpsn!)QTG*
0 to 7' 7"36"60.0100.050.0
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
Gpsuf!Tpguxbsf!PqfsbupsKpc!Opuft
Gpsuf!w6/4-!Eftjho!Fohjof;!W8/1/1/6
Tdpuu!Ibshspwf
DUM
Cfbnt/5uf
)!!!*!!!!.
!Uipnqtpo-!Jod/
Qbhf!7!pg!21
PASSED
Mfwfm-!N4
MEMBER REPORT
2 piece(s) 1 3/4" x 9 1/4" 2.0E Microllam® LVL
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Wall
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Header
Member Reaction (lbs)6444 @ 5' 4 1/2"7613 (3.00")Passed (85%)--1.0 D + 1.0 S (All Spans)
Building Use : Residential
Shear (lbs)4613 @ 4' 5 3/4"7074Passed (65%)1.151.0 D + 1.0 S (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)10145 @ 2' 9"12884Passed (79%)1.151.0 D + 1.0 S (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.093 @ 2' 9"0.175Passed (L/676)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.132 @ 2' 9"0.262Passed (L/479)--1.0 D + 1.0 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise.
BearingLoads to Supports (lbs)
Floor
Supports
TotalAvailableRequiredDeadSnowTotalAccessories
Live
1 - Trimmer - HF3.00"3.00"1.79"1474107330085555None
2 - Trimmer - HF3.00"3.00"2.54"1927107345177517None
TributaryDeadFloor LiveSnow
Loads Location (Side)Width(0.90)(1.00)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
0 to 5' 6"N/A9.4
2!.!Vojgpsn!)QTG*
0 to 5' 6"3' 6"60.0100.050.0Deck
3!.!Vojgpsn!)QTG*
0 to 5' 6"1'35.040.0-Floor
4!.!Vojgpsn!)QTG*
2' 9" to 5' 6"21'15.0-50.0Roof
5!.!Qpjou!)mc*
2' 9"N/A1136-3675Second floor header
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
Gpsuf!Tpguxbsf!PqfsbupsKpc!Opuft
Gpsuf!w6/4-!Eftjho!Fohjof;!W8/1/1/6
Tdpuu!Ibshspwf
DUM
Cfbnt/5uf
)!!!*!!!!.
!Uipnqtpo-!Jod/
Qbhf!8!pg!21
FAILED
Mfwfm-!N5
MEMBER REPORT
1 piece(s) 6 x 12 Douglas Fir-Larch No. 1
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Floor
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Flush Beam
Member Reaction (lbs)4700 @ 6"21484 (6.25")Passed (22%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Building Use : Residential
Shear (lbs)3516 @ 1' 7"7168Passed (49%)1.001.0 D + 1.0 L (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)14879 @ 7' 8 1/4"13638Failed (109%)1.001.0 D + 1.0 L (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.377 @ 7' 8 1/4"0.359Failed (L/458)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.593 @ 7' 8 1/4"0.719Passed (L/291)--1.0 D + 0.75 L + 0.75 S (All Spans)
Deflection criteria: LL (L/480) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 6" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 15' 2" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
BearingLoads to Supports (lbs)
Floor
Supports
TotalAvailableRequiredDeadSnowTotalAccessories
Live
1 - Column - DF7.50"6.25"1.50"17362691134557721 1/4" Rim Board
2 - Column - DF7.50"6.25"1.50"17362691134557721 1/4" Rim Board
Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
TributaryDeadFloor LiveSnow
Loads Location (Side)Width(0.90)(1.00)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
1 1/4" to 15' 3 1/4"N/A16.0
0 to 15' 4 1/2" Residential - Living
2!.!Vojgpsn!)QTG*
3' 6"60.0100.050.0
(Front)Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
Gpsuf!Tpguxbsf!PqfsbupsKpc!Opuft
Gpsuf!w6/4-!Eftjho!Fohjof;!W8/1/1/6
Tdpuu!Ibshspwf
DUM
Cfbnt/5uf
)!!!*!!!!.
!Uipnqtpo-!Jod/
Qbhf!9!pg!21
PASSED
Mfwfm-!N6
MEMBER REPORT
2 piece(s) 2 x 10 Hem-Fir No. 2
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Wall
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Header
Member Reaction (lbs)6199 @ 4 1/2"7290 (6.00")Passed (85%)--1.0 D + 1.0 S (All Spans)
Building Use : Residential
Shear (lbs)1400 @ 1' 3 1/4"3191Passed (44%)1.151.0 D + 0.75 L + 0.75 S (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)1949 @ 10 1/4"3833Passed (51%)1.151.0 D + 1.0 S (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.011 @ 2' 5/16"0.117Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.017 @ 2' 7/16"0.175Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
BearingLoads to Supports (lbs)
Floor
Supports
TotalAvailableRequiredDeadSnowTotalAccessories
Live
1 - Trimmer - HF6.00"6.00"5.10"178082944207029None
2 - Trimmer - HF6.00"6.00"1.54"6648297872280None
TributaryDeadFloor LiveSnow
Loads Location (Side)Width(0.90)(1.00)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
0 to 4' 3"N/A7.0
2!.!Vojgpsn!)QTG*
0 to 4' 3"3' 6"60.0100.050.0Deck
3!.!Vojgpsn!)QTG*
0 to 4' 3"1'35.040.0-Floor
4!.!Vojgpsn!)QTG*
0 to 9"21'15.0-50.0Roof
5!.!Qpjou!)mc*
9"N/A1136-3675Second floor header
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
2203103129!8;63;45!BN
Gpsuf!Tpguxbsf!PqfsbupsKpc!Opuft
Gpsuf!w6/4-!Eftjho!Fohjof;!W8/1/1/6
Tdpuu!Ibshspwf
DUM
Cfbnt/5uf
)!!!*!!!!.
!Uipnqtpo-!Jod/
Qbhf!:!pg!21
PASSED
Mfwfm-!U'H!bu!Efdl
MEMBER REPORT
1 piece(s) 2 x 6 Hem-Fir No. 2 (Plank)
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
System : Wall
Actual @ LocationAllowedResultLDFLoad: Combination (Pattern)
Design Results
Member Type : Header
Member Reaction (lbs)144 @ 03341 (1.50")Passed (4%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Building Use : Residential
Shear (lbs)113 @ 3"825Passed (14%)1.001.0 D + 1.0 L (All Spans)
Building Code : IBC 2015
Moment (Ft-lbs)108 @ 1' 7 1/2"218Passed (50%)1.001.0 D + 1.0 L (All Spans)
Design Methodology : ASD
Live Load Defl. (in)0.070 @ 1' 7 1/2"0.108Passed (L/555)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.110 @ 1' 7 1/2"0.162Passed (L/354)--1.0 D + 0.75 L + 0.75 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
Member has been designed in flat (plank) orientation with vertical (gravity) loads applied to wide strand face.
Top Edge Bracing (Lu): Top compression edge must be braced at 3' 3" o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c unless detailed otherwise.
Applicable calculations are based on NDS.
BearingLoads to Supports (lbs)
Floor
Supports
TotalAvailableRequiredDeadSnowTotalAccessories
Live
1 - Trimmer - SPF1.50"1.50"1.50"528141174None
2 - Trimmer - SPF1.50"1.50"1.50"528141174None
TributaryDeadFloor LiveSnow
Loads Location (Side)Width(0.90)(1.00)(1.15)Comments
1!.!Tfmg!Xfjhiu!)QMG*
0 to 3' 3"N/A2.1
Residential - Living
2!.!Vojgpsn!)QTG*
0 to 3' 3"6"60.0100.050.0
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser
product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
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