HomeMy WebLinkAboutPRJ07-0019 B07-0081.PDF :
COMcheck Software Version 3.3.1 d
Envelope Compliance Certificate >�
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2003 IECC ���:���,
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Report Date o4/02/07 ��-��
Data fdename P\Current Pro�ects�27789-Tyrolean Condos\Calculations\Mechanical�27789-Tyrolean Condos-Unit5 cck �{�
Section 1: Project Information
: Pro�ect Title Tyrolean Condominiums-Unit 5
Construction Site Owner/Agent DesignedContractor
Vail,CO 81658 Eliot&Margie Davidoff Martm Zourek
Vad,CO 81658 Architectural Engineering Consultants
PO Box 8489
Avon,CO 81620
970-748-8520
martinC�3aec-vad com
Section 2: General Information
Bwlding Location(for weather data) Vail,Colorado
- Climate Zone 15
Heating Degree Days(base 65 degrees F) 9248
Cooling Degree Days(base 65 degrees F) 44
Pro�ect Type Addition
' Vertical Glazing/Wall Area Pct 31%
Buddina Tvae Floor Area
Multifamdy 1 g2
Section 3: Requirements Checklist
.. ._ . � �- ..-
Climate-Specific Requirements:
Component Name/Description Gross Area Cavity Cont Proposed Budget
or Perimeter R-Value R-Value U-Factor U-Factor
Exterior Wall-WEST Wood Frame,Any Spacing 425 19 0 0 8 0 064 0 064
Window 22 Wood Frame Double Pane,Clear,SHGC 0 52 12 --- --- 0 360 0 520
Window 23 Wood Frame Double Pane,Clear,SHGC 0 52 12 --- --- 0 360 0 520
Window 24 Wood Frame Double Pane,Clear,SHGC 0 52 24 --- --- 0 360 0 520
Window 25 Wood Frame Double Pane,Clear,SHGC 0 52 20 --- --- 0 360 0 520
Window 26 Wood Frame Double Pane,Clear,SHGC 0 52 15 --- --- 0 360 0 520
Window 27 Wood Frame Double Pane,Clear,SHGC 0 52 9 --- --- 0 360 0 520
Window 28 Wood Frame Double Pane,Clear,SHGC 0 52 3 --- --- 0 360 0 520
Wmdow 29-33 Wood Frame Double Pane,Clear,SHGC 0 52 53 --- --- 0 360 0 520
Extenor Wall-NORTH Wood Frame,Any Spacing 48 19 0 0 8 0 064 0 064
Extenor Wall-SOUTH Wood Frame,Any Spaang 127 19 0 0 8 0 064 0 064
Window 34 Wood Frame Double Pane,Clear,SHGC 0 52 12 --- --- 0 360 0 520
Window 35 Wood Frame Double Pane,Clear,SHGC 0 52 12 --- --- 0 360 0 520
Window 36 Wood Frame Double Pane,Clear,SHGC 0 52 12 --- --- 0 360 0 520
Floor 1 All-Wood Joistlfruss 192 19 0 0 0 0 049 0 040
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements
Air Leakage, Component Certification,and Vapor Retarder Requirements:
Tyrolean Condominwms- Urnt 5 Page 1 of 6
^ � 1 All�oints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in
� accordance with the manufacturer's mstallation instructions
� 2 Windows,doors,and skylights certified as meeting leakage reqwrements
� 3 Component R-values&U-factors labeled as certified
� 4 Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a
manner that achieves the rated R-value without compressing the msulation
� 5 Stair,elevator shaft vents,and other dampers integral to the bwlding envelope are equipped with motonzed dampers
� 6 Cargo doors and loading dock doors are weather sealed
� 7 Recessed lightmg fixtures are (i)Type IC rated and sealed or gasketed,or(u)installed inside an appropriate air-tight assembly
with a 0 5 inch clearance from combustible matenals and with 3 mches clearance from insulation matenal
� S Bwlding entrance doors have a vestibule and eqwpped with closmg dewces
Except�ons
Building entrances with revolvmg doors
. Doors that open directly from a space less than 3000 sq ft in area
� 9 Vapor retarder installed
Section 4: Compliance Statement
Compl�ance Statement The proposed envelope design represented in this document is consistent with the bwlding plans,specifications
and other calculations submitted with this permit application The proposed envelope system has been designed to meet the 2003 IECC
requirements in COMcheck Version 3 3 1 and to comply with the mandatory requirements in the Requirements Checklist
Name-Title Signature Date
Tyrolean Condommwms- Urnt 5 Page 2 of 6
COMcheck Software Version 3.3.1
Mechanical Compliance Certificate
2003 IECC
Report Date o4/02/07
Data filename P\Current Pro�ects�27789-Tyrolean Condos\Calculations\Mechanical�27789-Tyrolean Condos-Unit5 cck
Section 1: Project Information
� Pro�ect Title Tyrolean Condominiums-Unit 5
Construction Site Owner/Agent Designer/Contractor
Vail,CO 81658 Eliot&Margie Davidoff Martin Zourek
Vad,CO 81658 Architectural Engineenng Consultants
PO Box 8489
Avon,CO 81620
970-748-8520
martinC�?aec-vail com
Section 2: General Information
� Bwlding Location(for weather data) Vad,Colorado
Climate Zone 15
Heating Degree Days(base 65 degrees F) 9248
Cooling Degree Days(base 65 degrees F) 44
• Pro�ect Type Addition
Section 3: Mechanical Systems List
Quantitv Svstem Type&Description
2 HVAC System 1 Heating Unit Heater,Electric
Section 4: Requirements Checklist
Requirements Specific To: HVAC System 1 :
None
Generic Requirements: Must be met by all systems to which the requirement is applicable:
� 1 Load calculations per 2001 ASHRAE Fundamentals
� 2 Plant eqwpment and system capacity no greater than needed to meet loads
- Exception Standby eqwpment automatically off when pnmary system is operating
- Exception Multiple units controlled to sequence operation as a function of load
� 3 Mirnmum one temperature control device per system
� 4 Minimum one humidity control device per installed humidification/dehumidification system
� 5 Automatic Controls Setback to 55 degrees F(heat)and 85 degrees F(cool),7-day clock,2-hour occupant override, 10-hour
backup
- Exception Continuously operating zones
- Exception 2 kW demand or less,submit calculations
� 6 Outside-air source for ventdation,system capable of reduang OSA to reqwred minimum
� 7 Hot water pipe insulation 1 in for pipes<=1 5 in and 2 in for pipes>1 5 m Chdled watedrefngeranUbnne pipe insulation 1 in for
pipes<=1 5 in and 1 5 m for pipes>1 5 in Steam pipe insulation 1 5 in for pipes<=1 5 in and 3 in for pipes>1 5 in
- Exception Piping within HVAC eqwpment
- Exception Flwd temperatures between 55 and 105 degrees F
Tyrolean Condommiums- Unit 5 Page 3 of 6
� - Exception Flwd not heated or cooled
' - Exception Runouts<4 ft in length
� 8 Operation and maintenance manual prowded to building owner
� 9 Stair and elevator shaft vents are eqwpped with motorized dampers
Section 5: Compliance Statement
Compliance Statement The proposed mechanical design represented in this document is consistent with the bwlding plans,
specifications and other calculations submitted with this permit application The proposed mechanical systems have been designed to
meet the 2003 IECC requirements in COMcheck Version 3 3 1 and to comply with the mandatory requirements in the Requirements
Checkhst
' Name-Title Signature Date
Tyrolean Condommwms- Unit 5 Page 4 of 6
COMcheck Software Version 3.3.1
Mechanical Requirements
Description
2003 IECC
Report Date
Data filename P\Current Pro�ects�27789-Tyrolean Condos\Calculations\Mechanical�27789-Tyrolean Condos-Unit5 cck
" The following list provides more detailed descriptions of the reqwrements in Section 4 of the Mechanical Compliance
Certificate
_ Requirements Specific To: HVAC System 1 :
None
Generic Requirements: Must be met by all systems to which the requirement is applicable•
1 Design heating and cooling loads for the bwldmg must be determined using procedures in the ASHRAE Handbook of Fundamentals
or an approved eqwvalent calculation procedure
2 All eqwpment and systems must be sized to be no greater than needed to meet calculated loads A single piece of eqwpment
providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as
possible,withm available eqwpment options
- Exception The equipment and/or system capacity may be greater than calculated loads for standby purposes Standby
eqwpment must be automatically controlled to be off when the pnmary equipment and/or system is operating
- Exception Multiple units of the same eqwpment type whose combined capacities exceed the calculated load are allowed if they
are provided with controls to sequence operation of the units as the load increases or decreases
- 3 Each heating or cooling system serving a single zone must have its own temperature control device
4 Each humidification system must have its own humidity control device
5 The system or zone control must be a programmable thermostat or other automatic control meetmg the followmg cnteria a)capable
. of setting back temperature to 55 degrees F dunng heating and setting up to 85 degrees F during coolingb)capable of automatically
setting back or shutting down systems dunng unoccupied hours using 7 different day schedulesc)have an accessible 2-hour
occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power
- Exception A setback or shutoff control is not reqwred on thermostats that control systems serving areas that operate
contmuously
- Exception A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less
6 The system must supply outside ventdation air as reqwred by Chapter 4 of the International Mechanical Code If the ventdation
system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing
outdoor-air flow to the minimum reqwred levels
7 All pipes serving space-conditioning systems must be insulated as follows Hot water piping for heating systems 1 in for pipes
<=1 1/2-in nominal diameter 2 in for pipes>1 1/2-m nominal diameter Chdled water,refrigerant,and bnne piping systems 1 in
insulation for pipes<=1 1/2-in nominal diameter 1 1/2 in insulation for pipes>1 1/2-in nominal diameter Steam piping 1 1/2 in
insulation for pipes<=1 1/2-in nominal diameter 3 in insulation for pipes>1 1/2-in nominal diameter
- Exception Pipe insulation is not required for factory-installed pipmg within HVAC eqwpment
- Exception Pipe msulation is not reqwred for piping that conveys flwds having a design operating temperature range between 55
degrees F and 105 degrees F
- Exception Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of
fossil fuels or electnc power
- Exception Pipe msulation is not reqwred for runout piping not exceeding 4 ft in length and 1 in m diameter between the control
valve and HVAC coil
8 Operation and maintenance documentation must be prowded to the owner that includes at least the following information a)
eqwpment capaaty(input and output)and required maintenance actionsb)eqwpment operation and maintenance manualsc)HVAC
system control maintenance and calibration information,including wmng diagrams,schematics,and control sequence descriptions,
desired or field-determined set points must be permanently recorded on control drawings,at control dewces,or,for digital control
systems,in programmmg commentsd)complete narrative of how each system is intended to operate
9 Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal
budding operation and interlocked to open as required by fire and smoke detection systems All grawty outdoor air supply and
exhaust hoods,vents,and ventilators must be equipped with motonzed dampers that wdl automatically shut when the spaces
served are not in use Exceptions -Gravity(non-motorized)dampers are acceptable m bwldings less than three stories in height
above grade -Ventdation systems serving unconditioned spaces
Tyrolean Condominwms-Unit 5 Page 5 of 6
;
Tyrolean Condominwms- Urnt 5 Page 6 of 6
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£ STEEL ROOF TRUSSES,RESILIENT OR RIGID CHANNELS, � '�"'� "�` "
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� .>��� THERMAL INSULATION,GYPSUM WALLBOARD �
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= One layer 5/a"proprietary type X gypsum wallboard or gypsum veneer base applied at nght ,� „
, angles to resilient or ngid furnng channels with 1�/e" Type S drywall screws 12" o c ��
• ,�, Channels spaced 12"o c when msulation is used or 16"o c when no insulation is used �
, Gypsum board end�oints attached with screws 12"o c to additional pieces of channel 7 �—
60"long located 3"back on either side of end�omt Resilient channels apphed at right ���,.�.,,.,
; angles to bottom chord of light-gage steel roof trusses spaced a maximum of 48"o c � �
with�/x"Type S-12 screws or rigid furring channels secured to the bottom chord of each ��`y'•-�-�
-.�--
truss with double-strand wire saddle ties (refer to furring channel manufacturer for
maximum spans) Optional glass fiber or mineral fiber batt or loose fdl msulation
applied directly over gypsum board Trusses supporting metal roof deck panels covered _,
by 'h° regular gypsum sheathing either loose laid or adhesively or mechanically ��
attached to roof deck Any thickness polyisocyanurate foamed plastic, polystyrene
: foamed plastic, or mineral fiber or glass fiber insulation boards laid over gypsum
sheathing and covered by a Class A, B,or C roof covering
PROPRIETARY GYPSUM BOARD Approx Cedmg
� National Gypsum Company - 5/a"Gold Bondo Brand FIRE-SHIELD CT"' , Weight 3 psf
Gypsum Waliboard ` Fire Test UL R3501,O1NK49664,
9-5-02,
UL Design P540
C3�1 FILE NO��RC�26Q1 t� � � � G�NE�IC�^ ,t a ��� ��, �1�HOU� �
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GYPSUM WALLBOARD,WOOD JOISTS,ROOF COVERING "�'"�°"°� �� � °`„'"��
Base layer 5/a"type X gypsum wallboard applied at nght angles to 2 x 10 wood�oists 24"
o c with 1�/a" Type W or S drywall screws 24" o c Face layer 5/a" type X gypsum
wallboard or gypsum veneer base applied at right angles to�oists with 1�/s"Type W or
(��� S drywall screws 12" o c at�oints and intermediate �oists and 1�/s" Type G drywall
screws 12"o c placed 2"back on either side of end�oints Joints offset 24"from base
layer�oints Wood�oists supporting�/z"plywood with exterior glue applied at nght angles
to �oists with 8d nails Appropriate roof covering Cedmg prov�des one hour fire
resistance protection for framing,mcludmg trusses. Approx Ceding
Weight 5 psf
Fire Test FM FC 172,2-25-72,
ITS,5-6-98
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WOOD TRUSSES�GYPSUM WALLBOARD Y `�a`�tie':��_ � ^wt�
Base layer 5/e"type X gypsum wallboard applied at right angles to wood roof trusses 24"
o c with 1�/a" Type W or S drywall screws 24" o c Face layer 5/s" type X gypsum
wallboard or gypsum veneer base applied at right angles to trusses with 1�/e"Type W or
S drywall screws 12" o c at�oints and intermed�ate trusses and 1�/z" Type G drywall ����
screws 12"o c placed 2"back on either side of end�oints Joints offset 24"from base ����
layer�oints Wood trusses supportmg�/z"wood structural panels applied at right angles
to trusses with 8d nails Appropnate roof covenng
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Approx Ceiling
Weight 5 psf
C� Fire Test FM FC 172,2-25-72,
(�y� ITS,8-6-98
GA-600-2003 t Contact the manufacturer for more detaded information on proprietary products 12�
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��� GA'FIL'E.NO: FC�542C1 � GENERIG E� � ;1.HOUR���� ;�35 to 39 StC
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�� WOOD JOISTS,GYPSUM WALLBOARD � � .EIRE� �: > �-$OUND �,a �
" One layer 5/e"type X gypsum wallboard or gypsum veneer base applied at right angles to
2 x 10 wood�oists 16"o c with 6d coated nads,1�/e"long 0 0915"shank,�/a"heads,6"
o c Wood�oists supporting 1"nominal wood subfloor and 1"nommal wood finish floor,
� or 19/a�" piywood finished floor with long edges T&G and 15/sz" intenor plywood with
extenor glue subfloor perpendicular to�oists with�oints staggered
Approx CeUmg
Weight 2 5 psf
Fire Test UL R3501-5,9,7-15-52,
UL R1319-2,3,6-5-52,
UL Design L 501,
ULC Design M500
� Sound Test See FC 5410
(NGC 4024,7-13-66)
IIC&Test 32(66 C&P)
x NGC 5032, 7-19-66
� ;: GA FILE`NO FC 5470 :`: ;;` GENERIC � HOUR:< 35 to`39,STC
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. ,. _. ,, ., :„:. , �,..._ . ., .,�,. � . x.., :.< << ;:, . y -
WOOD JOISTS,GYPSUM LATH,GYPSUM PLASTER ��-FIRE ��.� � ��SOUND :� -��
5/e" 1 2 gypsum-perlite plaster applied over 3/s"type X gypsum lath applied at nght angles
to 2 x 10 wood�oists 16"o c with either blued lath nails,1�/a"long,13 gage shank,9�32°
heads or 16 gage staples, 1�/z" long,�/�s"crown,four fasteners per lath at each�oist
Wood�oists supporting 1"nominai T&G wood subfloor and 1"nominal wood finish floor
Approx Ceihng
�(� Weight 4 psf
Fire Test OSU T-2134-1,4-23-63
Sound Test Estimated
� GA`FILE NO FG5490 t; ; GENERtC s 1 HOUR: 35 to'39 STC
� ��
WOOD JOISTS,GYPSUM LATH,GYPSUM P�,sTeR �FIRE SOUND
�/z"1 2 gypsum-sand piaster applied over 3/e"type X gypsum lath applied at right angles
to 2 x 10 wood�oists 16"o c with biued lath nads, 1�/s"long,0 0915"shank,19/sa"
heads,4 nails per lath at each�oist Contmuous stripping supporting gypsum lath
under each�oist with 2 5 Ib steel stnp lath or eqwvalent wire lath naded with 11 gage,
1�/z"long,�/is"heads roofing nads,6"o c Wood�oists supporting 1"nommal T&G
wood subfloor and 1"nominal wood finish floor -
Approx Ceding
Weight 6 psf
Fire Test SFT-6,2-6-60,SFT-8,4-9-60,
SFT-11,10-4-60,SFI'-12,
10-22-60,SFT-13,1-7-61
Sound Test Estimated
� GA`,FILE N�� FC 65'IQ �� GENEEi1C` 'i H�UR�.
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WOOD JOISTS,METAL LATH,GYPSUM PLASTER
5/a"1 2-1 3 gypsum-sand plaster applied over 3 4 Ib metal lath applied to 2 x 10 wood�oists
, 16" o c with barbed roofing nads, 1�/z" long, 0 120" shank,�/is" heads, 6" o c Wood
�oists supporting 1"nominal T&G wood subfloor and 1"nominal wood finish floor
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Approx Ceding
Weight 9 psf
Fire Test BMS 92/42,10-7-42
GA-600-2003 115
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_ Design No X633
Ratings—1, 1-1/2, 2, 3 and 4 Hr. (See Item 2)
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1 Steel Column—Steel tube columns with the mmimum sizes shown m the tables below Columns shall be
" free if dirt, loose scale and oil Column shail be primed with 0 003 in dry film thickness of modified aikyd,
epoxy,organic zinc or morganic zinc based pnmer
2 Mastic Coating*—Coating spray, brush or trowel applied directly from contamers to desired thickness See
" table below for a ro nate final d thickness
Size A/P 1 HR 1-1/2 HR 2 HR 3 HR 4 HR
ST 2x2x3/16 0 17 0 226 NR NR NR NR
ST 0 17 0 226 NR NR NR NR
2 5x2 5x3/16
ST 3x2x3/16 0 17 0 226 NR NR NR NR
ST 3x3x3/16 0 18 0 226 NR NR NR NR
ST 0 18 0 226 NR NR NR NR
3 5x3 5x3/16
ST 4x2x3/16 0 18 0 226 NR NR NR NR
ST 4x3x3/16 0 18 0 226 NR NR NR NR
ST 4x4x3/16 0 18 0 226 NR NR NR NR
ST 5x2x3/16 0 18 0 226 NR NR NR NR
ST 5x3x3/16 0 18 0 226 NR NR NR NR
ST 5x4x3/16 0 18 0 226 NR NR NR NR
ST 5x5x3/16 0 18 0 226 NR NR NR NR
ST 6x2x3/16 0 18 0 226 NR NR NR NR
ST 6x3x3/16 0 18 0 226 NR NR NR NR
ST 6x4x3/16 0 18 0 226 NR NR NR NR
ST 6x6x3/16 0 18 0 226 NR NR NR NR
ST 7x3x3/16 0 18 0 226 NR NR NR NR
ST 7x4x3/16 0 18 0 226 NR NR NR NR
ST 7x5x3/16 0 18 0 226 NR NR NR NR
ST 7x7x3/16 0 18 0 226 NR NR NR NR
ST 8x2x3/16 0 18 0 226 NR NR NR NR
ST 8x3x3/16 0 18 0 226 NR NR NR NR
ST 8x4x3/16 0 18 0 226 NR NR NR NR
� ST 8x6x3/16 0 18 0 226 NR NR NR NR
ST 8x8x3/16 0 18 0 226 NR NR NR NR
;
ST 0 18 0 226 NR NR NR NR
10x2x3/16
ST 0 18 0 226 NR NR NR NR
10x4x3/16
Copyright�2006 Underwriters Laboratories Inc
ST 0 18 0 226 NR NR NR NR
. 10x6x3/16
ST 0 18 0 226 NR NR NR NR
12x2x3/16
ST 0 18 0 226 NR NR NR NR
12x4x3/16
ST 0 18 0 226 NR NR NR NR
12x6x3/16
ST 2x2x1/4 0 22 0 226 NR NR NR NR
ST 0 23 0 226 NR NR NR NR
2 5x2 5x1/4
ST 3x2x1/4 0 23 0 226 NR NR NR NR
^ ST 3x3x1/4 0 23 0 226 NR NR NR NR
ST 0 23 0 226 NR NR NR NR
W 3 5x3 5x1/4
ST 4x2x1/4 0 23 0 226 NR NR NR NR
ST 4x3x1/4 0 23 0 226 NR NR NR NR
ST 4x4x1/4 0 24 0 135 NR NR NR NR
ST 5x2x1/4 0 24 0 135 NR NR NR NR
ST 5x3x1/4 0 24 0 135 NR NR NR NR
ST 6x2x1/4 0 24 0 135 NR NR NR NR
ST 5x4x1/4 0 24 0 135 NR NR NR NR
ST 5x5x1/4 0 24 0 135 NR NR NR NR
ST 6x3x1/4 0 24 0 135 NR NR NR NR
ST 6x4x1/4 0 24 0 135 NR NR NR NR
ST 7x3x1/4 0 24 0 135 NR NR NR NR
ST 7x4x1/4 0 24 0 135 NR NR NR NR
ST 7x7x1/4 0 24 0 135 NR NR NR NR
ST 8x2x1/4 0 24 0 135 NR NR NR NR
ST 8x3x1/4 0 24 0 135 NR NR NR NR
ST 8x4x1/4 0 24 0 135 NR NR NR NR
ST 8x6x1/4 0 24 0 135 NR NR NR NR
ST 8x8x1/4 0 24 0 135 NR NR NR NR
ST 10x2x1/4 0 24 0 135 NR NR NR NR
ST 10x4x1/4 0 24 0 135 NR NR NR NR
ST 10x6x1/4 0 24 0 135 NR NR NR NR
ST 0 24 0 135 NR NR NR NR
10x10x1/4
ST 12x2x1/4 0 24 0 135 NR NR NR NR
ST 12x4x1/4 0 24 0 135 NR NR NR NR
12X6X1/4 0 24 0 135 NR NR NR NR
� ST 12x8x1/4 0 24 0 135 NR NR NR NR
ST 0 24 0 135 NR NR NR NR
12x12x1/4
" ST 14x4x1/4 0 24 0 135 NR NR NR NR
ST 14x6x1/4 0 24 0 135 NR NR NR NR
3X3X5/16 0 28 0 124 0 292 0 394 NR NR
Copyright�2006 Under.vriters Laboratones Inc
�
3 5X3 5X5/16 0 28 0 124 0 292 0 394 NR NR
4x2x5/16 0 28 0 124 0 292 0 394 NR NR
4X3X5/16 0 28 0 124 0 292 0 394 NR NR
5x2x5/16 0 28 0 124 0 292 0 394 NR NR
4X4X5/16 0 29 0 122 0 292 0 385 NR NR
5X3X15/16 0 29 0 122 0 292 0 385 NR NR
5X4X5/16 0 29 0 122 0 292 0 385 NR NR
5X5X5/16 0 29 0 122 0 292 0 385 NR NR
6x2x5/16 0 29 0 122 0 292 0 385 NR NR
6X3X5/16 0 29 0 122 0 292 0 385 NR NR
" 6X4X5/16 0 29 0 122 0 292 0 385 NR NR
7X3X5/16 0 29 0 122 0 292 0 385 NR NR
;, 7X4X5/16 0 29 0 122 0 292 0 385 NR NR
8X2X5/16 0 29 0 122 0 292 0 385 NR NR
8X3X5/16 0 29 0 122 0 292 0 385 NR NR
6X6X5/16 0 30 0 119 0 292 0 377 NR NR
7X5X5/16 0 30 0 119 0 292 0 377 NR NR
1 7X7X5/16 0 30 0 119 0 292 0 377 NR NR
8X4X5/16 0 30 0 119 0 292 0 377 NR NR
8X6X5/16 0 30 0 119 0 292 0 377 NR NR
8X8X5/16 0 30 0 119 0 292 0 377 NR NR
10X2X5/16 0 30 0 119 0 292 0 377 NR NR
10X4X5/16 0 30 0 119 0 292 0 377 NR NR
10X6X5/16 0 30 0 119 0 292 0 377 NR NR
10X10X5/16 0 30 0 119 0 292 0 377 NR NR
12X4X5/16 0 30 0 119 0 292 0 377 NR NR
12X6X5/16 0 30 0 119 0 292 0 377 NR NR
12X8X5/16 0 30 0 119 0 292 0 377 NR NR
12X12X5/16 0 30 0 119 0 292 0 377 NR NR
14X4X5/16 0 30 0 119 0 292 0 377 NR NR
14X6X5/16 0 30 0 119 0 292 0 377 NR NR
14X10X5/16 0 30 0 119 0 292 0 377 NR NR
16X4X5/16 0 30 0 119 0 292 0 377 NR NR
16X8X5/16 0 30 0 119 0 292 0 377 NR NR
18X6X5/16 0 30 0 119 0 292 0 377 NR NR
20X4X5/16 0 30 0 119 0 292 0 377 NR NR
14X14X5/16 0 31 0 117 0 292 0 369 NR NR
16X12X5/16 0 31 0 117 0 292 0 369 NR NR
16X16X5/16 0 31 0 117 0 292 0 369 NR NR
F 20X8X5/16 0 31 0 117 0 292 0 369 NR NR
4X4X3/8 0 34 0 107 0 292 0 344 NR NR
� 5X3X3/8 0 34 0 107 0 292 0 344 NR NR
5X4X3/8 0 34 0 107 0 292 0 344 NR NR
6X2X3/8 0 34 0 107 0 292 0 344 NR NR
6X3X3/8 0 34 0 107 0 292 0 344 NR NR
Copyright�2006 Undenvriters Laboratories Inc
5X5X3/8 0 35 0 105 0 292 0 336 NR NR
- 6X4X3/8 0 35 0 105 0 292 0 336 NR NR
6X6X3/8 0 35 0 105 0 292 0 336 NR NR
7X3X3/8 0 35 0 105 0 292 0 336 NR NR
7X4X3/8 0 35 0 105 0 292 0 336 NR NR
7X5X3/8 0 35 0 105 0 292 0 336 NR NR
7X7X3/8 0 35 0 105 0 292 0 336 NR NR
8X2X3/8 0 35 0 105 0 292 0 336 NR NR
8X3X3/8 0 35 0 105 0 292 0 336 NR NR
8X4X3/8 0 35 0 105 0 292 0 336 NR NR
8X6X3/8 0 35 0 105 0 292 0 336 NR NR
� 10X4X3/8 0 35 0 105 0 292 0 336 NR NR
8X8X3/8 0 36 0 102 0 292 0 328 NR NR
- 10X6X3/8 0 36 0 102 0 292 , 0 328 NR NR
10X10X3/8 0 36 0 102 0 292 0 328 NR NR
12X4X3/8 0 36 0 102 0 292 0 328 NR NR
12X6X3/8 0 36 0 102 0 292 0 328 NR NR
12X8X3/8 0 36 0 102 0 292 0 328 NR NR
12X12X3/8 0 36 0 102 0 292 0 328 NR NR
14X4X3/8 0 36 0 102 0 292 0 328 NR NR
14X6X3/8 0 36 0 102 0 292 0 328 NR NR
14X10X3/8 0 36 0 102 0 292 0 328 NR NR
14X14X3/8 0 36 0 102 0 292 0 328 NR NR
16X4X3/8 0 36 0 102 0 292 0 328 NR NR
16X8X3/8 0 36 0 102 0 292 0 328 NR NR
16X12X3/8 0 36 0 102 0 292 0 328 NR NR
18X6X3/8 0 36 0 102 0 292 0 328 NR NR
20X4X3/8 0 36 0 102 0 292 0 328 NR NR
20X8X3/8 0 36 0 102 0 292 0 328 NR NR
16X16X3/8 0 37 0 099 0 292 0 320 NR NR
4X4X1/2 0 44 0 078 0 166 0 263 0 465 NR
5X3X1/2 0 44 0 078 0 166 0 263 0 465 NR
5X5X1/2 0 45 0 075 0 161 0 263 0 465 NR
6X4X1/2 0 45 0 075 0 161 0 263 0 465 NR
6X6X1/2 0 46 0 072 0 157 0 263 0 465 NR
7X5X1/2 0 46 0 072 0 157 0 263 0 465 NR
7X7X1/2 0 46 0 072 0 157 0 263 0 465 NR
8X4X1/2 0 46 0 072 0 157 0 263 0 465 NR
8X6X1/2 0 46 0 072 0 157 0 263 0 465 NR
.
10X4X1/2 0 46 0 072 0 157 0 263 0 465 NR
8X8X1/2 0 47 0 069 0 153 0 263 0 465 NR
10X6X1/2 0 47 0 069 0 153 0 263 0 465 NR
^ 12X4X1/2 0 47 0 069 0 153 0 263 0 465 NR
12X6X1/2 0 47 0 069 0 153 0 263 0 465 NR
14X4X1/2 0 47 0 069 0 153 0 263 0 465 NR
10X10X1/2 0 48 0 067 0 150 0 263 0 465 NR
Copyright�2006 Undenvnters Laboratories Inc
12X8X1/2 0 48 0 067 0 150 0 263 0 465 NR
� 12X12X1/2 0 48 0 067 0 150 0 263 0 465 NR
14X6X1/2 0 48 0 067 0 150 0 263 0 465 NR
14X10X1/2 0 48 0 067 0 150 0 263 0 465 NR
14X14X1/2 0 48 0 067 0 150 0 263 0 465 NR
16X4X1/2 0 48 0 067 0 150 0 263 0 465 NR
16X8X1/2 0 48 0 067 0.150 0 263 0 465 NR
16X12X1/2 0 48 0 067 0 150 0 263 0 465 NR
16X16X1/2 0 48 0 067 0 150 0 263 0 465 NR
18X6X1/2 0 48 0 067 0 150 0 263 0 465 NR
20X4X 5 0 48 0 067 0 150 0 263 0 465 NR
� 20X8X1/2 0 48 0 067 0 150 0 263 0 465 NR
20X12X1/2 0 48 0 067 0 150 0 263 0 465 NR
- 8X8X5/8 0 58 0 038 0 108 0 263 0 465 NR
10X10X5/8 0 59 0 035 0 104 0 263 0 465 NR
12X8X5/8 0 59 0 035 0 104 0 263 0 465 NR
16X12X5/8 0 60 0 035 0 104 0 263 0 465 NR
12X12X2 1 67 0 035 0 104 0 248 0 248 0 248
NR-Not Rated
CARBOLINE CO—Type Nullifire S606 Investigated for Interior Conditioned Space Purpose
and Interior General Purpose(See Item 3)
3 Top Coat—Not required for Interior Conditioned Space Purpose For Interior General Purpose Type
Carboguard 1340,Type Rustbond Penetrating Sealer FC or Rustbond FC intermediate coat applied over the
base coat at 0 002 in thickness and Type Carbothane 133HB top-coat,Type Carbocrylic 3359 top-coat or
Type Carbothane 133VOC applied over the intermediate coat at 0 003 in thickness
*Beanng the UL Classification Mark
�
Copyright�2006 Undenvriters Laboratories Inc
; Design No.X634
Ratings—1, 1-1/2 and 2 Hr(See Item 2)
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1 Steel Column—Steel pipe columns with the minimum sizes shown in the tables below Columns shall be
' free of dirt, loose scale and od Column shall be pnmed with 0 003 in dry film thickness of modified alkyd,
epoxy,organic zinc or morgarnc zmc based primer
2 Mastic Coating*—Coating spray, brush or trowel applied directiy from contamers to desired thickness See
' table below for a ro nate fmal d thickness
Size A/P 1 HR 1-1/2 HR 2 HR 3 HR
SP 4x0 188 0 18 0 156 NR NR NR
SP 2 5x0 203 0 19 0 228 NR NR NR
SP 2x0 218 0 20 0 228 NR NR NR
SP 3x0 216 0 20 0 228 NR NR NR
SP 3 5x0 226 0 21 0 228 NR NR NR
SP 4x0 237 0 22 0 228 NR NR NR
SP 8X0 25 0 24 0 228 NR NR NR
SP 10X0 25 0 24 0 228 NR NR NR
SP 12X0 25 0 25 0 135 NR NR NR
SP 14X0 25 0 25 0 135 NR NR NR
SP 5X0 258 0 25 0 135 NR NR NR
SP 16X0 25 0 25 0 135 NR NR NR
SP 18X0 25 0 25 0 135 NR NR NR
SP 20X0 25 0 25 0 135 NR NR NR
SP25X0276 025 0135 NR NR NR
SP 6X0 28 0 27 0 135 NR NR NR
SP3X03 027 0135 NR NR NR
SP 3 5X0 318 0 29 0 120 0 292 0 385 NR
SP 14X0 312 0 31 0 115 0 292 0 373 NR
SP 16X0 312 0 31 0 115 0 292 0 373 NR
SP 4X0 337 0 31 0 115 0 292 0 373 NR
SP 8X0 322 0 31 0 115 0 292 0 373 NR
SP 5X0 375 0 35 0 104 0 292 0 336 NR
SP 10X0 365 0 35 0 104 0 292 0 336 NR
SP 2 X 0 436 0 36 0 102 0 292 0 328 NR
' SP 12X0 375 0 36 0 102 0 292 0 328 NR
SP 14X0 375 0 36 0 102 0 292 0 328 NR
' SP 16X0 375 0 37 0 102 0 292 0 323 NR
SP 18X0 375 0 37 0 102 0 292 0 323 NR
SP 20X0 375 0 37 0 102 0 292 0 323 NR
SP 8X0 406 0 39 0 096 0 292 0 306 NR
Copyright�2006 Undenvriters Laboratories Inc
SP 12X0 406 0 39 0 096 0 292 0 306 NR
: SP 6X0 432 0 40 0 088 0 292 0 295 NR
SP 14X0 438 0 42 0 085 0 275 0 275 NR
SP 16X0 438 0 43 0 085 0 274 0 274 NR
SP 18X0 438 0 43 0 085 0 274 0 274 NR
SP 2 5 X 0 552 0 45 0 075 0 165 0 263 0 465
SP 8X0 5 0 47 0 069 0 152 0 263 0 465
SP 10X0 5 0 48 0 066 0 151 0 263 0 465
SP 12X0 5 0 48 0 066 0 151 0 263 0 465
SP 14X0 5 0 48 0 066 0 151 0 263 0 465
SP 16X0 5 0 48 0 066 0 151 0 263 0 465
� SP 18X0 5 0 49 0 066 0 147 0 263 0 465
SP 20X0 5 0 49 0 066 0 147 0 263 0 465
= SP 3X0 6 0 50 0 061 0 141 0 263 0 465
SP 6X0 562 0 51 0 059 0 134 0 263 0 465
SP 12X0 562 0 54 0 052 0 123 0 263 0 465
SP 18X0 562 0 54 0 052 0 123 0 263 0 465
SP 8X0 594 0 55 0 052 0 116 0 263 0 465
SP 10X0 594 0 56 0 052 0 113 0 263 0 465
SP 14X0 594 0 57 0 050 0 109 0 263 0 465
SP 4X0 674 0 57 0 050 0 109 0 263 0 465
SP 4X0 674 0 57 0 050 0 109 0 263 0 465
SP 20X0 625 0 61 0 050 0 109 0 263 0 465
SP 16X0 656 0 63 0 050 0 109 0 263 0 465
SP 6X0 719 0 64 0 050 0 109 0 263 0 465
SP 5X0 75 0 65 0 050 0 109 0 263 0 465
SP 12X0 688 0 65 0 050 0 109 0 263 0 465
SP 8X 0 719 0 66 0 050 0 109 0 263 0 465
SP 10X0 719 0 67 0 050 0 109 0 263 0 465
SP 14X0 75 0 71 0 050 0 109 0 263 0 465
SP 18X0 75 0 72 0 050 0 109 0 263 0 465
SP 20X0 75 0 72 0 050 0 109 0 263 0 465
SP 8X0 812 0 74 0 050 0 109 0 263 0 465
SP 6 X 0 864 0 75 0 050 0 098 0 263 0 465
SP 10X0 844 0 78 0 050 0 098 0 263 0 465
SP 20X0 812 0 78 0 050 0 098 0 263 0 465
SP 12X0 844 0 79 0 035 0 098 0 263 0 465
SP 8 X 0 875 0 79 0 035 0 098 0 263 0 465
SP 16X0 844 0 80 0 035 0 098 0 263 0 465
_ SP 18X0 938 0 89 0 035 0 098 0 263 0 465
SP 10X1 0 0 91 0 035 0 098 0 263 0 465
SP 12X1 0 0 92 0 035 0 098 0 263 0 465
= SP 20X1 031 0 98 0 035 0 098 0 263 0 465
SP 14X 1 094 1 01 0 035 0 098 0 263 0 465
SP 16X1 219 1 13 0 035 0 098 0 263 0 465
SP 14X 1 25 1 14 0 035 0 098 0 263 0 465
Copynght�2006 Undenvnters Laboratories Inc
SP 20X1 281 1 20 0 035 0 098 0 263 0 465
� SP 14X1 406 1 26 0 035 0 098 0 263 0 465
SP 16X1 594 1 44 0 035 0 098 0 263 0 465
SP 18X1 781 1 60 0 035 0 098 0 263 0 465
NR-Not Rated
CARBOLINE CO—Type Nullifire S606 Investigated for Interior Conditioned Space Purpose
and Intenor General Purpose(See Item 3)
3 Top Coat —Not required for Interior Conditioned Space Purpose For Intenor General Purpose Type
Carboguard 1340,Type Rustbond Penetrating Sealer FC or Rustbond FC intermediate coat applied over the
base coat at 0 002 in thickness and Type Carbothane 133H6 top-coat,Type Carbocrylic 3359 top-coat or
Type Carbothane 133VOC applied over the intermediate coat at 0 003 m thickness
"Beanng the UL Classification Mark
Copynght�2006 Underwnters Laboratones Inc
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MATERIAL SYMBOLS: ABBREVIATIONS: GENERAL NOTES: . . � � ;i ,�_ � �
DRAWING INDEX. ARCHITECTURAL OWNER. � �,/ �
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—I I I=I I I=I I EARTH — PLYWOOD qgV ABOVE L LENGTH AO � COVER 2170 Haye�s Road �E DAVIDOFF i �j�%j � ��� �
■ I !%// :,J �
I �:� � � /� I
AFF ABOVE FINISHED FLOOR LDf LIGHT AND DRAPERY TROUGH O1 DO NOT SCALE DRAWINGS A1 .O SITE PLAN ��a�����e,OH 43023 ' %!/ ;F �� ,
AP ACCESS PANEL LT LIGHTTROUGH I ///� „:,, `; �
' o o � POROUS FILL/DRAINAGE � � AC ACOUSTICAL LTl LINTEL 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON A1 .7 SECOND FLOOR DEMO PLAN ' • j�j � ;� �u �
o ^o 0 o J ADJ� ADJAC NT^ MH MANHOLE ANY MATERIALS nOTIFY ARCHITECT OF ANY CONFLICTS OR A ! .L. TH I RD FLOOR DEMO PLAN ■ j _ ___ � � � � �
� FINISH WOOD THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING /� �
ALT ALTERNATE MfR MANUFACTURE (ER) DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY ARC H ITECT.
�i��%;���ii�' WOOD-ROUGH ALUM ALUMINUM MO MASONRY OPENING 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY A�.1 SECON D FLOOR PLAN MICHAEL SUMAN ARCHITECTS
���,��ii��i� STONE MASONRY ARCH ARCHITECT (URAL) M1L METAL RESOLVED WITH WRITfEN APPROVAL FROM THE ARCHITECT BEFORE A2.2 TH I RD F LOOR P LAN 143 EAST MEADOW DRIVE
BSMT BASEMENT MAX MAXIMUM CONSTRUCTION CONTINUES IN THOSE AREAS SUITE 300
BRG BEARING MECH MECHANIC (AL) A2.4 ROOF PLAN VAIL,COLORADO 81657
BVL BEVELED MC MEDICINE CABINEf 970 479 7502
a ° STRUCTURAL CONCREfE BLOCKING 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, p
� BIT BITUMINUOUS MEM MEMBRANE UNLESS OTHERWISE NOTED SECTION AND ELEVATION DIMENSIONS ARE �13.� WEST ELEVATION 970 479.7566 FAX
BLK BLOCK M METER (S) TO TOP OF CONCRETE,TOP OF P�YWOOD,OR TOP OF WALL PLATES OR EMAIL michael@sumanarchitects com
BLKG BLOCKING M�1 MILLIMETER (S) BEAMS UNLESS OTHERWISE NOTED A3.2 SOUTH ELEVATIONS
k��; � < ��h
� ��� , CONCRETE MASONRY UNIT GYPSUM BOARD BOT BOTTOM MN MINIMUM 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS A6.2 EXTERIOR DETAILS CONTRACTOR■
BLDG BUILDING MR MIRROR
CPT CARPET (ED) M6C MISCELLANEOUS LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL I
CSMT CASEMENT MULL MULLION MOUNTED FIXTURES,TOILETS,TOILETACCESSORIES,CABINETRY, A6.3 EXTERIOR DETAILS NEDBO CONSTRUCTION
BATf INSULATION C CAULK (ING) N�,T NATURAL COUNTERTOPS,SHELVES AND CLOSEf RODS �
CLG CEILING NF NOISE REDUCTION P O Box 3419
Vad,CO 81658
CT CERAMIC TILE NOM NOMINAL 970 845 1001 PH
CLR CLEAR NIC NOT IN CONTRACT 06 O DENOTES DOORS REFER TO FLOOR PLANS FOR LOCATIONS REFER 970 845 9979 FAX �
RIGID INSULATION COL COLUMN NTi NOT TO SCALE TO DOOR SCHEDULE FOR DOOR TYPES Roll�e Kjesbo
CONC CONCRETE OPG OPENING 07 Q DENOTES WINDOWS. REFER TO WINDOWS AND FLOOR PLANS FOR EMAIL•rollie@nedbo com
CMU CONCREfE MASONRY UNIT OPP OPPOSITE LOCATIONS REFER TO WINDOW SCHECULE FOR WINDOW TYPES
CONST CONSTRUCTION OPH OPPOSITE HAND
- STEEL/METAL AS NOTED CONT CONTINUOUS OH OVERHEAD STRU CTU RAL E N G I N E E RI N G
CJT CONTROL JOINT PR PAIR 08 COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURrS TO FIT KRM CONSULTANTS, INC
CPR COPPER PK PARKING �
. WITHIN CEILING, FLOOR AND WALLS SPACES VERIFY LOCATIONS WITH P.O. Box 4572
CARPEf CUST CUSTOM PVMT PAVEMENT H
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, DT DRAPERY TROUGH PL PLASTIC LAMINATE ARCFiITECT. Vail, CO 81658 ;
DTL DETAIL PT POINT 970 949 9391 PH
� DIM DIMENSION PS= POUNDS PER SQUARE FOOT 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEt�ED BY 970 949 1577 FAX �
THE CONTRACTOR FOR CONSTRUCfION OF ANY ASPECTS OF THIS • Kim McGhee Z O
DR DOOR PS POUNDSPERSQUAREINCH DRA1IV��IG INDEX. STRUCTURAL �
DRW DRAWING PL PROPERTY LINE PROJECT,THE CONTRACTOR SHALL IMMEDIATELY NC�TIFY THE EMAIL krmQkrmconsultants com i � a
� DF DRINKING FOUNTAIN Ql QUARRY TILE ARCHITECT � O � �
S1 �ENERAL NOTES Z �
ELEC ELECTRIC (AL) RF REFRGERATOR S� FOUNDATION AND FRAMING PLANS
1 1 EL ELEVATION (S) 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL M EC HAN ICAL/ELECTRICAL � �
ELEV ELEVATOR REN REINFORCE (D), (ING)
A4 00 A4.00. EQ EQUAL RQ REQUIRED APPLICABLE CODES AND OBTAINING ALL PERMITS AND RE�UIRED �3 C�ETAI LS ARCHITECTURAL ENGINEERING CONSULTANTS
EXH EXHAUST RC RESILIENT ApPROVALS THIS PROJECT IS GOVERNED aY THE INTERNATIONAL P O. Box 8489 z 1
BUILDING CODE,2003 EDITION CODE COMPLIANCE IS a
EXTG EXISTING RE/ REVISION (D), (ING) Avon, CO 81620 ,
BUILDING SECTION REFERENCE ELEVATION REFERENCE EXT EXTERIOR REJ REVERSE MANDATORY.THE CONSTRUCTION DOCL';v1ENTS SHALL NOT PERMIT 970 748 8520 PH I J � '�`�
WORK THAT DOES NOT CONFURM TO ALL RELEVANT CODES
FOC FACE OF CONCRETE RH RIGHT HAND 970J48 8521 FAX O�
INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES
FOF FACE OF FINISH R RISER Robert Cummings �
FOS FACE OFSTUDONRY RCS ROOF D AtNELF 11 THE CONTRACTOR SHALL FIELD COORDINATEAND OBTAIN DRAV�/�NG IND�X: MECHANICAL/ELECTRICAL EMAIL bob@aec-vad com �
�
1 � � FIN FINISH (ED) RL'�' RECESSED DRAPERY TRACK APPROVAL FROM THE ARCHITECT& ENGINEER BEFORE ANY �A i
A400 A400 FFE FINISHED FLOOR ELEVATION RF� ROOFING CUTTING, NOTCHING OR DRILLING OFANY CAST-IN-PLACE INIP2.7 NlECHANICAL SPECS, LEGEND & j 0
� FE FIRE EXTINGUISHER RN ROOM CONCRETE,STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENiS I �
FDC FIRE DEPARTMENT CONNECTION RG ROUGH OPENING WHlCH MAY AFFECT THC STRUCTURAL INTEGRITY OF THt BUILDING �CH E DU LE �
FHC FIRE HOSE CONNECTION R/, ROUGH SAWN
DETAIL REFERENCE DETAIL REFERENCE FEC FIRE EXTINGUISHER CABINET S SEALANT (EXTERIOR) MR�.2 PLUMBING SPECS, LEGEND SCHEDULE & j
FP FIREPLACE SHfG SHEATHING i �, I �
FPS FIREPROOFING,SPRAYED SI-H SHOWER HEAD 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE DETAILS '�, '
MAIN 1 FLG FLASHING SHC SHOWER CONTROLS OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT M P�.3 M EC HAN I CAL & P LU M B I N G P LAN S
100'-0" A400 FLR FLOOR (ING) S1� SHEET MEfAL APPROVAL PRIOR TO BEGINNING ANY SITE WORK
FD FLOOR DRAIN s�M SIMILAR E1 .0 ELECTRICAL ONE-LINE, SPECS & LEGEND
FTG FOOTING SC SOLID CORE 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE
HEIGHT REFERENCE SECTION REFERENCE FND FOUNDATION � SP=C SPECIFICATO�#(S) CONTRACTOR AND EACH SUBCONTRACTOR PROVIDEALL LABOR, E�.O ELECTRICAL PLAN & SCHEDULES
FBO FURNISHED BY OTHERS SC+ SQUARE MATERIALS,TRANSPORTATION,SiJPPLIES, EQUIPMENT, ETC TO OBTAIN P ROJ E CT S U M MARY.
FPHB FREEZE PROOF HOSE BIB STD STANDARD A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE
�`"""' - " FUR FURRED (ING) ST STAIN INDUSTRY
' ROOM NAME GA GAGE, GAUGE STl STEEL Code•
GALV GALVANIZED SC STORM DRAIN In+Prnational Budding Code 2003
�- 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES WITHOUT CROSSING
� GC GENERAL CONTRACT(OR) ST2 STRUCTURAL EASEMENTS OR SETBACKS NOTIFY ARCHITECT OF ANY DISCREPANCIES Construction Type V-A
' " QGL GLASS, GLAZING TE TELEPHONE Occupancy Condominium= R-2 �i
1 GYP GYPSUM BOARD TV TELEVISION Parking Struct. =S-2
' REVISION REFERENCE ROOM NAME HB HOSE BIB TF�R THRESHOLD 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL-TYPE TUBS Special Attributes
� HDW HARDWARE T8,G TONGUE AND GROOVE CO�RDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND ���R���� Spnnkled
HDR HEADER TCS TOP OF SLAB A�,:HITECT TO PROVIDE INCONSPI�UOUS LOCATION. , � Addressable Fire Alarm System ISSUED FOR � DATE
g Community Development Department
HTG HEATING TCS TOP OF STEEL �t�lAtOp ileij • Building Safety and Inspection Services SCHEMATICD������?72606
HVAC HEATING/VENTILATING/AC TCW TOP OF WALL Separations�
GRID W�� HT HEIGHT TB TOWEL BAR ��tr r r�rvl� _-__-__--_ --
1 Hour(residence/residence)
Sectlon �dS�Q ,�, SCHEMATIC D�IG�912 06
1 Hour(garage/residence) --� -
HC HOLLOW CORE TR TRANSOM .��International Building Code/lnternat1onal Resi�entPal HOAREVIEW � 10206
� HM HOLLOW METAL T TREAD Code Validity of permit The issuanceorgranting of a perrr,t ci�all 1 Hour(mechanical/residence) � _ _
HOR HORIZONTAL TY' TYPICAL not be construed to be a permi#for,or an approval of,any vtcf;�„on ofi � PEC VARIANCE� 1016 06
GRID BUBBLE WALL TYPE REFERENCE HWH HOT WATER HEATER U�O UNLESS NOTED OTHERWISE Sny of the provis�ons of this code orof any otherordinance cf th� � ---- --— ��- -- -
junsdict�on Permits presuming to give authoriry to violate or ca�cel the C O PY RI G H T RES E RVATI O N � �Ra REwEw � �� �s 200�
INCL INCLUDE (D), (ING) VE VAPOR BARRIER provisions cf th�s code orothero�dinances of the jurisd�ction shali rot be -
� ID INSIDE DIAMEfER Vlf VERIFY IN FIELD valid. Theissuance of a permit based en ConstrucUon documents and The drawings,specifications and other documents PERMIT �,4 022007
IBC INSTALLED BY CONTRACTOR VERT VERTICAL other data shail not prevent the building official from requinng the prepared by the Architect (Michael Suman Architect, pERMIT RESPONS �6182007
IBO INSTALLED BY OWNER VCT VINYL COMPOSITION eorrect�on of errors in the construction documents and other data.ThA LLC for this ro ect are instruments of the Architect's
4 >: A81 2 11 INS INSULATE (DJ, (ION) WC WATER CLOSEf building of6c�al is aiso nzed to prevent occupancy or use of a � p � �
Structure where in vio tion o h�s code or of an other ordinances of service for use solely v�nth respect to this Pro�ect and,
; INT INTERIOR WP WATER PROOFING Y _ _
3 JC JANITOR'S CLOSEf W'NF WELDED WIRE FABRIC thisjunsdiction. I unless otherwise provided in wnting,the Architect shall be (
� KIT KITCHEN W WIDTH, WIDE Pi,ANS ExAMINER: I pA�; 6'-Z►--d'j deemed the sole and exclusive author of these i _ ______ _ __ _�—�_
� documents and shall retain,without limitation,all
i WDW WINDOW �
� INTERIOR ELEVATION REFERENCE WINDOW TAG LAM LAMINATE (D) i
� LAV LAVATORY W�� WITHOUT common law,statutory and other reversed nghts, i
LH LEFT HAND WD WOOD
including the copyright hereof No person,whether i (Cl AL LRIGHTS RE ED RCHIT�T LLC �
, '� �� � having come rightly into possession hereof or otherwise, ' SCALE �
shall employ these documents on any other pro�ect,nor
� 33 STN--f-TILE for additions to this Project nor for the completion of th�s ; DRAWN � Q
Project by others, unless wrth the prior express written _ z �
� consent of the Architect and upon appropriate � I � `� �
�, DOOR TAG MATERIAL BREAK �
compensation to the Archrtect in an amount and kind � I PROJECT# (� -"' 0
Q� satisfactory to the Architect The Architect expressly � SHEET TITLE 'e6VER SHEET �
� ciaims all propnetary nghts in the matenal which is issued I �
, m confidence for design and/or construction purposes of �� '�
this Pro�ect as noted These matenals may not be i
' copied, modfied, nor employed in any way wrthout the I
� I
specific prior written consent and permission of the
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26 LIVING ARCH 3�xRAD NO j .�
27 LIVING ARCH 33xRAD NO � j �
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A3.1 sca�E 1/4" = 1'-0" � - �� � i_ __ _ _ �` _ _ � _:t____�� ' --
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1) NEW WINDOWS AND DOORS TO BE CLAD WOOD � � � � � �� I
COLOR TO MATCH EXISTING WINDOW COLOR � �� e� � _� �
2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE COPPER v `� � � � �
3J SEE DETAIL SHEETS FOR SIDIN G AND W IN D O W D E f A I L S p � � `�,' �O I
4) SEE PLANS FOR OPENING WIDTHS � __ c,� i
5) ALL EXTERIOR DETAILS AND MATERIALS TO MATCH EXISTING `�,�`�, " ��� ;
;� UNLESS NOTED OTHERWISE .lJ+ �'� i
, �' WINDOW SCHEDULE - TYROLEAN UNIT 5 6) ANY EXTERIOR AREAS AFFECTED DURING CONSTRUCTION TO _ �
� wiN ROOM TYPE NOM RO HINGE TEMP HEAD NOTES BE REPLACED TO MATCH EXISTING UNLESS NOTED OTHERWISE
. •� NO NAME ����v FRCrsour� ❑ HEIGHT _ —_
22 BED#1 CSMT 3°x 4° L NO j i
` �s BED#1 csMr - s°Xa° R-- No ❑1 NEW STUCCO FINISH TO MATCH EXISTING TEXTURE AND COLOR / .» .� „..� �
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24 LIVING ARCH 33xRAD NO j y � � i
25 LIVING ARCH 33xRAD NO "' � '°°'�
26 LIVWG ARCH 3 No 2 NEW STONE VENEER D � :.'_., `..;< �
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3 xRAD
27 LIVING ARCH 33xRAD NO
28 LIVING ARCH 3°xRAD NO VERIFY WIDTH � j iY
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29 LIVING CSMT 33x3° L NO 3 S N„ �W
❑ NEW WOOD SIDING 1 - HORIZONTAL WAVEY-EDGE SIDING TO MATCH EXISTING / � I
so ���NC FIXED 3'x3° No MATERIAL AND COLOR j �
31 LIVING CSMT 33x3° L NO ,j
s� LIVING F�x 33Xs< No4 N E W W O O D S I D I N G 2- H O R I Z O N T A L C L E A R R A B B E T T E D B E V E L S I D I N G W I T H � °,��
33 LIVING csrnr 3°x3° � No � 6" EXPOSURE FINISH-MATCH EXISTING � ;M
34 LIVING CSMi 3°x4° L NO . � �
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36 LIVWG csnnr 3°Xa° R No � TO MATCH EXISTING SIDING 1 COLOR) O
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UNIT 5 � , , , t � _ , UNIT 5 � , . , - �
O34 � � 3� 36 � � � � � I 34 � � � � , � WITH MAX HEAD HEIGHT
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LEVEL 2 T,O. PLYWOOD � _ � � _ � _ T ^ _ � � � _ � � _ _ � � LEVEL 2T 0.PLYWOOD _ _ _ ____
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DESIGN CRITERIA Tyrolean Residence Unit �5 Job# 0606-17
2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1 ) ,
Roof Live Load (Snow) ------------------------------- 80 psf 4 p,pQ.REG/ � t
Roof Dead Load --------------- 15 psf STRUCTURAL STEEL a m �;,�n�•�y �o �, �.��
CONNECTION FASTENING LOCATION fv;°�`��`• ^ ''�o
Floor Live Load ----------------------------------- 40 psf a Structural steel shall be detailed, fabricated and erected in accordance with the most current ` '
e� •
Floor Dead Load ----------------------------------- 15 psf editions of AISC Specifications and Code of Standard Practice � �o�st to s��� or girder 3 - 8d common toena�� � s� 23 0
Wind (3 Second Gust) ------------------------------- 90 mph (Exp B) b. Structural steel W sh�pes shall be ASTM A992. Other rolled shapes, including plates and 3 - 3" x o 131" na�l a-o= o
Seismic Design Category ------------------------------ B angles shall be ASTM A36 Tube shapes shall be ASTM A500 grade B Pipes shall be ASTM 3 - 3" 14 gage staple A B B R E VI A TI 0 N L I S T �''o"d •'`��
IBC Edition -------------------------------------- 2003 A53 rade B or AST�1 A501 `��'`�F � •�o��•������
• ' g 2 Bndging to �oist 2 — 8d common toenail eoch end `.� eS� NA`�`y�
c Tube shapes are actual size as specified on plan Pipe sizes indicated on plan are nominal 2 - 3" x 0131" na�l �
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(approximate inside ciameter) and refer to AISC pipe schedule dimensions 2 - 3" 14 gage staple A B. ANCHOR BOLT
, Per IBC 1614 3, the alterations to the structure of this unit do not increase d All bolts used in steel framing shall conform to ASTM Specification A325 Anchor bolts and 3 1" x 6" subfloor or iess to each �o�st 2 - 8d common face na�l A F F ABOVE FINISHED FLOOR ' �;i
" the seismic force in or decrease the design strength of any existing resisting bolts used in timber connections may be ASTM A307 Bolt sizes shall be 3/4" diameter 4 Wider than i" X s" subfloor to each �oist 3 - 8d common face na�� A F G. ABOVE FINISHED GRADE � "i+� A � � ��
., structural element in the building by more than 5� unless noted otherwi�e.
5 2" subfloor to �oist or girder 2 - 16d common blind and face nail ADJ ADJUSTABLE
� e Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum 6 Sole p�ate to �o�st or blocking 16d at �6" oc typ�ca� face na�� ANCH ANCHOR
Y number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition) 3" x o 131" nail at 8" o c APPROX APPROXIMATELY
� f Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent 3" 14 gage staple at 12" �c ARCH ARCHITECT
STRUCTURAL WOOD FRAMING with the following mi�imum embedments
1�2�� diamEter ---- 2 1�2�� Sole plate to �oist or blocking at braced 3 — 16d er 16" braced wall anels BD BOARD � � �
5 8" diameter ---- 3" wall panel P P BLDG BUILDING _ Q N
a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch � (4)-3" x o�3�" na�� per �s' BLKG. BLOCKING � o
2 and better, and all solid timber beams and osts 3" nominal and wider shall be Dou las 3/4" diameter ---- 4" (4)-3" 14 gage staple per 16" � Q oo � �
# P 9 ,> BM. BEAM -� � o �-
Fir-Larch #2 g Epoxy anchors called for on the drawings shall be "Epcon or "Rawl" or "Simpson" or 7 Top plate to stud 2 - 16d common end na�l U Q O � �
b Studs shall be Stud grade �and better pouglas Fir-Larch or Hem Fir approved equivalent cnchor systems Minimum embedments, if not specifically indicated on 3 - 3" x 0131" na�l BOT BOTTOM z � � N v rn rn
3 - 3" 14 a e sta �e B O.W BOTTOM OF WALL p I
c Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs the drawings, shall be according to the manufacturer's specifications 9 g P BRG BEARING 0 ° z M �
per plan and shall be nailed together with 2 rows of 16d nails � 6" on center along each h All welding shall be cbne by an AWS qualified welder 8 Stud to sole plate 4 - 8d common toena�l (n � � � rn rn
4 - 3" x 0131" nail C A N T. C A N T I L E V E R F- w^^
stud i Delay painting within 3" of field welds until welds are completed 3 - 3" �4 a e s ta �e C J CONTROL JOINT Z �' 00 � -� � x
d Built-up beams consisting of multiple 2x members shall be nailed together with two rows of ) Where corrosive soil conditions exist, steel angles that are used to support exterior stone 9 g P CMU CONCRETE MASONRY UNIT Q '� � � � ° a
. 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at veneer shall be galva�ized and shall be attached to the foundation with galvanized or � � co cn ���
24" on center stainless steel expan:ion anchors 2 — 16d common end na�l CEM. CEMENT J �
' ' k All rout beneath colamn base lates and steel beams at beann 3 - 3" x o 131" na�l CLG CEILING �
, e Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better Plates placed 9 p g shall be non-shrink, non- �
. directly on concrete walls or slabs shall be pressure-treated Hem Fir #2 metallic type grout Grout shall have a minimum compressive strength of 2500 psi 3 - 3" 14 gage staple � CENTERLINE U1 '�
f Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 9 Double studs �sd at 24" o c face na�i CLR. CLEARANCE Z �
� � 3" x o 131" nad at 8" o� COL COLUMN � � oo rn �
2x6 bearing block Provide �' clearance around end of wood beam Block against sides of GENERAL REQUIREMENTS U c� �
3" 14 gage staple at 8" o c CONC CONCRETE - � � � `n
beam pocket with treated 2x blocking to provide lateral support for beam �o Double top plates �sd at �s" o c typical face r,a�� CONN CONNECTION II � r I I
g Within floor �oist spaces beneath solid or built-up columns noted on plans, blocking of area a Structural erection ard bracing The structural drawings illustrate the completed structure 3" x o 131" na�l at 12" oc 00 � �
equivalent to column above shall be provided Door or window tnmmers consisting of a single with all elements m iheir final positions, properly supported and braced The contractor, in CONT CONTINUOUS � x p �t d-
3" 14 gage staple at 12° o c p p� p�
stud do not require special blocking in the �oist space the proper sequence, shall provide shoring and bracing as may be required during construction CONST CONSTRUCTION � � m v
, h Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing to achieve the final completed structure Contact structural engineer for consultation (not in C P CRIPPLE POST �o x
Double top plates 8 — 16d common lap splice �- �
Schedule" on the drawings (2003 IBC Table 2304 9 1) contract) as required 12 - 3" x 0131" na�l C W CRIPPLE WALL � � � j Q,�
i. B o l ts use d for woo d framing connec tions s ha l l be ins ta l le d wi t h s tan dar d was hers an d nu ts b S hop drawings Su bmi t s hop an d erec tion drawings for s truc tura l s tee l an d misce l laneous steel 12 - 3" 14 gage stap�e typ�cal face na�l D B L D O U B L E
� Un less no te d o t herwise, s tee l connec tors suc h as t hose manu fac ture d by t he Simpson to engineer for reviev prior to fabrication This review is for general compliance with the intent 11 Biocking between �o�st or rafters 3 — 8d common toena�l DET. DETAIL
Company shall be used to join rafters, �oists or beams to other beams at flush-framed of the structural desgn The architect and/or contractor are responsible for checking to top plate 3 - 3" x 0131" na�l DIAG DIAGONAL
conditions Use all specified nails Connector conditions not otherwise noted shall utilize type quantities, dimension� and coordination with other trades 3 - 3" 14 gage staple DWG DRAWING
U or type HU hangers of a size specifically designed for the member supported, as shown in c Existing structures Contractor shall be responsible for verifying dimensions, elevations, 12 Rim �o�st to top plate 8d at s" (152mm) o c toenail DWL DOWEL
the manufacturer's published tables Contact structural engineer for details as required framing, foundation md anything else that may affect the work shown on the drawings 3" x o 131" na�l at 6" o� EA EACH
k Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be Underpinning, shoring and bracing of existing structures shall be the responsibility of the 3" 14 gage staple at 6" c c E J EXPANSION JOINT
ripped to match the width of the wall or beam flange Nailer plates supporting top flange contractor 13 Top plates, laps and intersections 2 — 16d common face na�l ELEV ELEVATION
hangers from one side only shall be installed flush with the face of wall or beam flbnge at d Dimensions Check cll dimensions against architectural drawings prior to construction Do 3 - 3" x o 131" na�l ENG ENGINEER
the hanger locations. not scale drawings 3 - 3" 14 gage staple EQUIP EQUIPMENT
I Manufactured joists shall be from an approved manufacturer and shall be equivalent in load e Construction practices General contractor is responsible for means, methods, techniques, �4 Cont�nuous header, two pieces 16d common �6" o c along edge EQUIV. EQUIVALENT
carrying capacity and deflection critena to TJI 210 or 360 series �oists in the depths and sequences and procedures for construction of this pro�ect Notify structural engineer of 15 Ceilin o�sts to late 3 - 8d common toena��
spacings indicated on plan Provide blocking, bracing, web stiffeners and other accessories as omissions or conflicts between the working drawings and existing conditions Coordinate 9 � P EXSTG EXISTING
5 - 3" x0131" nail
required by the manufacturer. re uirements for mecianical electrical lumbin enetrations throu h structural elements with (E) EXISTING
q � �P 9 P 9 5 — 3" 14 gage staple EXP EXPANSION
m Laminated veneer lumber (LVL) shall have the following minimum properties• structural engineer Jobsite safety is the sole responsibility of the contractor All methods 16 Cont�nuous header to stud 4 - 8d common toena�l
1 Flexural stress ------------------------------------ 2600 psi used for construction shall be in accordance with the latest editions of the IBC/IRC EXT EXTERIOR
2 Modulus of elasticity ----------------------------- 1,900,000 psi f. Details not specificallr shown on the drawings shall be constructed in a manner similar to the �7 Ceiling �oists, �aps over part�ons 3 — 16d common minimum, Table 230810 41 face na�l F D. FLOOR DRAIN
3 Tension parallel to grain ------------------------------ 1850 psi details that are show� for like conditions These items shall be brought to the attention of (See Sect�on 230810 41, Table 230810 4�) 4 - 3" x o�3�" na�l FDTN FOUNDATION
4 — 3" 14 gage staple
4 Compression parallel to grain --------------------------- 2310 psi the structural engineer as soon as possible for approval Approval shall be obtained prior to FLR FLOOR
' 5 Com ression er endicular to rain arallel to lue line ------------ 750 si installation. 3 — 16d common mmimum, Table 2308 10 41 face na�l
P P P 9 P 9 P 18 Ceiling �oists to parallel rafters FRMG FRAMING
6 Horizontal shear ----------------------------------- 285 si It is the res onsibilit of the contractor to contact the structural en ineer at the a ro riate See Sect�on 2308 10 41, Table 2308 10 4 1 4 — 3" x 0 131" na�l
p g P � g PP P � � 4 — 3" 14 gage staple FTG FOOTING
- 7 Connection of multiple-member beams time to perform site observations visits Observation visits to the �obsite by the engineer are GA GAUGE
A. Top-loaded beams for determination of 3eneral conformance with the construction documents and shall not be 19 Rafter to late 3 — 8d common toena�l
i For members 12" dee or less, nail each member to the next with 2 rows of construed as ins ecti�n P GALV. GALVANIZED
3 - 3" x0131" nail
� p P (See Section 2308101, Table 2308101) 3 - 3" 14 gage staple GEN GENERAL — �
, 16d nails at 12" o c h Though every effort is made to provide a complete and clear set of construction documents, G L GLUE-LAM
ii) For members greater than 12" deep, nail each member to the next with 3 discrepancies or omi�ions may occur Release of these drawings anticipates cooperation and 20 �" diagonal brace to each stud ond plate 2 - $d common face na�l � � �
�� continued communica ion between the contractor, architect and engineer to provide the best 2 - 3" x o 131" na�l GYP. GYPSUM�GYPCRETE
= rows of 16d nails at 12 o c possible structure T�ese drawings have been prepared for the use of a qualified contractor 2 - 3" 14 gage staple HDR HEADER
„ B Side-loaded beams
i) For two or three member beams, nail each member to the next with 3 rows of experienced in the crnstruction techniques and systems depicted 21 1" x 8" sheathing to each beanng wall 2 - 8d common face na�l HORIZ HORIZONTAL �� o
' 16d na�ls at 12'� o c. 22 Wider than 1" x 8" sheathing to 3 - 8d common face nail HSS HOLLOW STEEL SECTION � �
' � each bearmg wall HT. HEIGHT
ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 23 Bu�lt-up corner studs 16d common 24^ o� INT INTERIOR �
� 12° o c 3" x 0131" nail 16" o c INV INVERTED � � o
. iii) For members consisting of more than four members, contact structural 3" 14 gage staple 16" o c K KING STUD r'1� o--I
enginee� 24 Built—up girder and beams 20d common at 32" o c face nad at top and �ST �OIST � k� �
n. All lumber used in construction shall have a maximum moisture content of 19� 3" x o 131" na�l at 24" oc bottom staggered on LAM LAMINATED
- o Framing Notes: 3" 14 gage staple at 24" o c opposite sides LLV LONG LEG VERTICAL � � �
_ 1. Exterior walls LONGIT. LONGITUDINAL
A All exterior walls are 2x6 studs � 16" o c to a maximum height of 12'-6", 2x6 2 - 2od common tace na�� at ePds and at LTWT. LIGHTWEIGHT �� �
- studs � 12" o c to a maximum hei ht of 14'-6", and 2 -2x6 studs � 16" to a 3 — 3" x o�31" na�� eacn s i�ce o,
9 � ) ALL LUMBER CONNECTORS IN DIRECT LVL LAMINATED VENEER LUMBER
maximum hei ht of 17'-4" unless otherwise noted Walls taller than 17'-4" shall 3 - 3" 14 gage staple �
9 CON-ACT WITH PRESSURE-TREATED 25 2" planks 16d common at each beanng LSL LAMINATED STRAND RIM MATERIAL � � ,�
be framed with manufactured parallam studs, contact engineer for spacing LUMBER SHALL HAVE A SIMPSON ZMAX MAX MAXIMUM �
requirements, if not indicated on plan Cap with a double top plate installed to FIN19-I OR EQUIVALENT 2s Coiiar t�e to rafter 3 — 10d common face na�� MECH MECHANICAL � •r-1
provide overlapping at corners and at intersections with other partitions. If overlap 4 - 3" x o 131" na�l , � �
is not possible, strap top plates with metal strap ties (Simpson ST292 or CONNECTION SCHEDULE 4 - 3" 14 gage staple face nad MAT L MATERIAL �
equivalent) 27 ,lack rafter to hip 3 — 10d common toenail MANUF MANUFACTURER �
B Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall O SIMPSON HU7 4 - 3" x o�3�" na�� MIN MINIMUM �
trusses unless approved by engineer A (VERIFY WIDTH OF EXSTG TJI's� 4 — 3" 14 gage staP�e (N) NEW
C Floor or roof framing members must be aligned to bear within 5 mches of the NOM NOMINAL
studs beneath 2 - 76d common face nai� N.W NORMAL WEIGHT
3 - 3" x o 131" nail 0 C ON CENTER
D Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, 3 — 3" 14 gage staple OPNG OPENING
at extenor face of exterior walls Block all horizontal �oints and nail panels with 8d y g OSB ORIENTED STRAND BOARD
nails spaced at 6" along panel edges and at 12" along intermediate supports 28 Roof rafter to 2-b nd e beam 2 — 16d common toena�l
3 — 3" x o 131" nail PLATE
E Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer 3 - 3" 14 gage staple R
and one 2x6 king stud each end, unless otherwise indicated. PLYWD PLYWOOD
F At beam bearing locations in stud walls, provide multiple-stud posts equal to width PKT. POCKET
2 — 16d common face nail
of bearing member unless noted otherwise. 3 - 3" X o�3�" r,a�� R.0 ROUGH OPENING
2 Interior Load Bearing Walls• 3 - 3" 14 gage stap�e RAD RADIUS
A Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) � 16" o c 2s ,1o�st to band �oist 3 — 16d common face na�l REF REFERENCE
with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double 5 - 3" x o�31" na�� REINF. REINFORCE/REINFORCEMENT
top plate installed to provide overlapping at corners and at intersections with other 5 - 3" 14 gage staple REQ'D REQUIRED
partitions If overlap is not possible, strap top plates with metal strap ties 3o Ledger strip 3 — 16d common face na�� RET RETAINING
(Simpson ST292 or equivalent) 4 - 3" x o�3�" na�� REV REVISION
B Floor or roof framing members must be aligned to bear within 5 inches of the 4 - 3" 14 gage staple R S ROUGH SAWN
studs beneath 31 Wood structural anels and b �� )Q SCHED SCHEDULE
C Provide 2 -2x10 headers over all o enin s in wall, with one 2x4 or 2x6 trimmer p part�cleboard 1/2" and less 8d � (per Y,RM �
� � P 9 Subfloor, roof and wali sheathing 2 3/8" x 0131' nail SECT SECTION
and one 2x4 or 2x6 king stud each end, unless noted otherwise (to framing) 1 3 f4" x 16 gage° SHT SHEET
D At beam beanng locations in stud walls, provide multiple-stud posts equal to width 19/32" to 3/4" 8d (per KRM)4 P SIM. SIMILAR
of beanng member unless noted otherwise 2 3/8" x o 131" na�l
2° 16 gageP S I P STRUCTURAL INSULATED PANEL designed by KRM
3. Floor Construction ` JDH
I A Provide 3/4" thick APA rated Sturdifloor rated at 24" o c , tongue and groove, �/s" to �" 8d SPEC. SPECIFICATION drawn b
exposure 1 Glue and nail panels to all supports with 8d nails spaced at 6" along 1 �/s" to � �/4" 10dd or 8de SQ SQUARE y
' panel edges and at 12" along intermediate supports. Install sheathing wit;-i long Single Floor (combination subfloor- 3/4" and less 8de (per KR�A)q STD STANDARD checked by
i underlayment to frammg) 7/8" to 1" 8de STL STEEL
; dimension perpendicular to �oists and end �oints staggered 1 1/8" to 1 1/4" 10dd or 8de STRUCT. STRUCTURAL
B Provide solid blocking between floor �oists at all bearing locations. Blocking matenal ISSU2d
' shall match the floor �o�st mater�al. 32 Panel siding (to framing) 1/2" or less 6df T TRIMMER
; 4 Roof Construction 5/$" sd' T&B TOP & BOTTOM PRELIM � 0 18 �6
� � T&G TONGUE & GROOVE � �
� A Provide 5/8' thick APA plywood sheathing rated 40/20, exposure 1 Install 33 Fiberboard sheathing 9 i/2" No ii gage ro�fing nailh
sheathing with ►ong dimension perpendicular to rafters or trusses and end joints sd common na� T 0 TOP OF PRICING 02/14/07
I 3 staggered Nail with 8d nails spaced at 6" along panel edges and at 12" along No 16 gage stap�e' h T 0 C. TOP OF CONCRETE
V intermediate supports 8d common na�i
-0 25 32 No 11 gage rcoting nail T 0 F. TOP OF FOOTING
; w B Plywood sheathing shall be applied continuously over the pnmary roof inembers No 16 gage stap�e' T.0 L TOP OF LEDGE
' � (rafters or trusses) below overframed areas to provide adequate lateral stability T 0 M TOP OF MASONRY
� 34 Intenor paneling 1/4" 4d� T.O.W TOP OF WALL
� � C Provide wind/seismic anchors at supports for all roof �oists and trussed rafters 3/s" sd'`
� See nailing schedule THRU THROUGH
� D Provide solid blocking between roof rafters, trusses and lookouts at all bearing NOTES TO TABLE 2304 9 1 TRANSV TRANSVERSE
� locations Blocking material shall match rafter, truss chord, or lookout material For sl 1 inch = 25 4mm 2 3/s" x o>>3" na��s and 3" x o 131" na��s are standard 8d and 10d Gun na��s TRTD TREATED
° TS TUBE STEEL COLUMN
� j a Common or box nads are permitted to be used except where otherwise stated
� ' b Nails spaced at 6 inches on center at edges, 12 inches at intermediate supporis except 6 inches at supports where TYP TYPICAL
� spans are 48 mches or more For nailing of wood structural panel and particleboard diaphragms and shear walls, U N 0 UNLESS NOTED OTHERWISE
� refer to Section 2305 Nails for wall sheathing are permitted to be common, tox or casing VERT VERTICAL
! t� c Common or deformed shank
r" ` d Common V.I F VERIFY IN FIELD sheet
CO e Deformed shank W F. WIDE FLANGE
0
� f Corrosion-resistant siding or casing nail W.P WATERPROOF
� � ' g Fasteners spaced 3 inches on center at extenor edges and 6 inches on center at intermediate supports
�th Corrosion—resistant roofing nails with 7/16—inch diameter head and 1 1/2 inch length for 1/2—inch sheathing and WW F WELDED WIRE FABRIC
\ 1 3/4 inch length for 25/32—inch sheathing WD WOOD
�a.► , i Corrosion—resistant staples with nominal 7/16—inch crown and 1 1/8 inch length for 1/2—inch sheathing and 1 1/2 mch W� WITH
� length for 25/32—mch sheathing Panel supports at 16 inches (20 inches if st ength axis is the long direction of W�0 WITHOUT
the panel, unless otherwise marked)
� � Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports
' N k Panel supports as 24 inches Casing or finish nails spaced 6 inches on panel edges, 12 mches at intermediate supports
o I For roof sheathing appiications, 8d nails are the minimum required for wood structural panels
� m Staples shall have a minimum crown width of 7/16 inch
� n For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at mtermediate supports
� o Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3
Y inches on center at edges, 6 inches at intermediate supports for roof sheathinc
� p Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports U 0 B #0 6 0 6-17
� q Items noted as "per KRM" have been changed from the IBC schedule to a more restrictrve requirement
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(NON-STRUCTURAL � �
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EA SIDE OF WEB CONC CURB
1" SHIM AND � � W/ (2)-1/2"� x 4" EPDXY
� (E) POST-TENSIONED NON-SHRINK � I ANCH�S ON 1" MIN SHIM
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(N) W 8 x 18 I � CAP AND BASE
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, (N)(2)-2x8 OUTRIGGERS �I I�
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; 1/4" FITTED STFNR. EA �
j SIDE OF WEB � I PRELIM 10/18/06
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� MECHANICAL SPECIFICATIONS: °O
NOTE.ALL SYMBOLS SHOWN ON LEGEND
M EC HAN I CAL LEG E N D p�NOT NECESSARILY USED. ,� .�
1_ GENERAL' � � N
� —HWS— HEATING WATER SUPPLY OA OUTDOOR A!R L �
a FURNISH ALL LABOR,SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH, FABRICATE, DELIVER,STORE AND INSTALL ALL WORK uOTED ON THE � � O N
DRAWINGS AND/OR SPECIFIED HEREIN —HWR— HEATING WATER REiURN RA RETURN AIR �' V O �
� b THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED INTHESE —CWS— CHILLED WATERSUPPLY SJl SUPPLYAIR � �� � C) ,
SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE —CWR— CHILLED WATER RENRN �+ Dcw�usTAIR � � V ��
. SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFCATIONS —sius— SNOwME�TSUPP�Y RAD RETURNAIR DAMPER O �O � o
—SMR— SNOWMELT RETURN SAD SUPPLYAIR DAMPER ( , Q
� 2_WORKMANSHIP —r�s— RADUwTFLOORSUPP�Y SG SUPPLYGRILLE v .� � �
= a THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND APCHITECT —r�— RqpuwT�ppR REruRN RG �urtN GwLLE � ❑ � r . �
t —G— GAS TG TRANSFERGRILLE � a1.� N (�j U
3 MATERIALS C � � � _
a ALL MATERIALS AND EQUIPMENT SHAi1.BE NEW AND THE BEST OF THEIR RESPECTIVE KIND,FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECFIED —nn�c— MEOwM P�ssu�nu►TUw�cas sD SUPPLY DIFFUSER �L :� ,,._
—O PIPE RISER RD RETURN DIFFUSER � �� �O >
, 4 SITE WSPECTION � PIPEDROP Tn TRANS�D�FFUSER N
a CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS 8 EXACT NATURE � PIPE TAI�OFF(FROM BOTTOM OF MAIN) QT THERMOSTAT � � � � � �
OF THE WORK —O— PIPE TAI�OFF(FROM TOP OF MAIt� •� '''' �
b SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM _3 P�P�p� QD DUCTAIRSENSOR � U � tfl ap �
N �+�
c NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE —5 PIPE CONTINUATION �S DUCTSMOI�DETECTOR W -F U 5 �i
EXAMINATION. — V U = O
PIPE D�ANSION GUIDE �
' S CODES AND PERMITS I FIRE/SMOKE DAMPER
—� f— PIPE UNION o � W a U) �
--�-- PIPE ANCHOR FlRE DAMPER � -1�- _
, a ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC,SHALL CONFORM TO THE 2003 IMC CODE AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL BUILDING DEPARTMENT � � � � Qj
b CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS —�— FLEXIBLE PIPE CONNECTION .F+
Q M MOTOR OPERATED DAMPER(MOD) .0 W O C
- c COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITfED TO THE ARCHITECT_ —a�m— PIPE D�ANS(ON JOINT � � � O �
,, —�- POINT OF NEW CONNECTION � MANUAL BALANClNG DAMPER � d. Q
I 6 AS-BU ILTS. --� PLUC�VALVE �-�� �� CHANGE OF ELEVATION V �
a CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILTS DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL �_ ����� —"° (D)DROP (R)RtSE � � � N
ACCEPTANCE AND PAYMENT �" V � � �""
' 7 GUARANTEE -�I— CHECK VALVE ��NG V���o°Bow �
—�— eau.v�ve � Q o
' a CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR APERIOD OF ONE � BALANCING VALVE m
, YEAR AFTER COMPLETION ��~ B��YV�-� � 1 TNO.'ISS OFSUR�F GESH�OWN.
GLOBE VAWE 2ND NO.IS DUCT DEPTH. �
8 SUB MITTALS � PRESSURE REDUCING VALVE m SECTION THRU SUPPLY AIR DUCT
� a CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW(SIX COPIES OF EACH) —�4 HOSE END VALVE ��t�a��
9. COORDINATION �_ �N� � SECTIONTHRUREIURWDaiAUSTAiRDUCT ¢� t� ��
��� �a'' ��'`-'T
—�Q-- 2-WAY CONTROL VALVE � SUPPLTY DUCT TURN DOWN t� �� H L/ �
I a THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE --�— 3-wAYCOrmto�va�vE �'C'� ;J� `^,, �'
' b THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS,PIPES,CONDUIT,ETC Q t�ru�uST DuCTTURN DOwN �,� � ��
10 CUTTING AND PATCHING� �— SAFETYRELIEFVALVE ��� d � ° ;v � 1�*
SUPPLY REGISTERtDIFFUSEWLOUVER m .,, �
a ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE(NEW OR EXISTING)SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK � � *� `' Lf b���
� b. PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT � aRV�r Ncc�cc��� �ruwv��is�woi�us�ow�t �Q��SS � �za�-�.�
' � P R E S S U R E-T E M P.T A P N E C K S I��-/ OUTSIDE AIR REGISTQiJDIFFUSER/LOWER ��UX����
11 CLEANUP_ I'
a UPON COMPLETION OF THE WORK UNDER THIS SECTION,THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, EQUIPMENT AND DEBRIS INCIDENTAL-O THIS WORK AND —U— ��rv TMEw�noM�Rw�.� N�c��s O octwusr�c�sret�oi�us�ow�t
� LEAVETHE PREMISES CLEAN AND ORDERLY_ � pRESSUREGAUGE �'�M DOORUNDERCUT
12. DUCTWORK (A)SEGTION CUT LINE �
a DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE 2003 I M_C MECHANICAL CODE AND SMACNA STANDARDS THERMOMETER �� e tg�SHEETSHOWN ON
, b DUCTWORK SHALL BE GALVANIZED STEEL GAUGES TO MEET SMACNA STANDARDS.DUCTWORK SIZES INDICATED ARE FREE CLEAR DIMENSIONS_ � FI.Ow SwITCH
' c ALL DUCT JOINTS SHALL BE SEALED AIR TIGHT WITH RCD CORP.#6 MASTIC ADHESNE WITH VERSA GRIP OR MESH. �HB �
i d EACH MECHANICAL VENTILATION SYSTEM(SUPPLY ANDIOR EXHAUST)SHALL BE EQUIPPED WITH A MEANS OF SHUT-0FF WHEN VENTILATION IS NOT REQUIRED,AND BACKDRAFT � FREEZE PROOF HOSE BIBB
' DAMPERS WNICH CAN BE CLOSED ON FAN SHUTDOWN SHALL BE PROVIDEO FOR AIR INTAKES ANDlOR DISCHARGES � SHOCKABSORBER �
13 INSULATION � �
, a INSULATION SHALL BE U L_LISTED IN COMPLIANCE WITH FLAME-SPREAD RATING OF NOT MORE THAN 25 AND SMOKE DENSITY N�T EXCEEDING 50,PER THE UnIFORM EXHAUST FAN SCHEDULE z
MECHANICAL CODE INSTALLATION SHALL BE IN ACCORDANCE WITH UMC REQUIREMENTS �
: b.ALL PIPING ROUTED BELOW THE SLAB UNDERGROUND SHALL BE TYPE"k'COPPER AND SHALL BE WSULATED WITH ARMIFLEX TYPE INSULATION_
-� IAVIT MAMJFACTURER 8� TOTAL FAN ��R DATA ELECTRICAL DATA NOISE OPER •�
14 BEFORE STARTING ANY WORK,THE CONTRACTOR FOR THIS SECTION OF THE WORK SHALL EXAMINE A COMPLETE SET OF DRAWINGS FOR ALLTRADES, INCLUDING SERVICE TYPE ESP (IM HEAIER BLOWER �E� � F�MARKS � Q
ARCHITECTURAI.,STRUCTURAL,ELECTRICAL,FIRE PROTECTION AND PLUMBING DIMENSIONS,SPACE REQUIREMENTS AND POINTS OF CONNECTION TO ALL EQUIPMENT SHALL BE TAG MODEL NO. CFM RPM W V PH � SOI�S LBS
VERIFIED,AND ANY MINOR ADJUSTMEN7S NECESSARY TO AVOID CONFLICT WITH THE BUILDING STRUCTURE AND THE WORK OF THE OTHER TRADES SHALL BE MFDE.CONTRACTOR NEW BA7H��, O
SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR EF-1 PANASONIC FV-11VHL1 uNRS CEILlNG ��o �,2so 0 2s �aoo so 24 �20 � 60 NA s� s INTERLOCK W(TH WALL MOUNIED ON/OFF SWffCH O
0 0
15 COORDINATE LOCATIONS OF ALL ROOF AND EXTERIOR WALL OPENINGS WITH ALL RELEVANT TRADES,AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PEhETRATIONS � �
OCCUR EXACT LOCATIONS AND SIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIONS,COORDINATE SIZES AND LOCATIONS OF ALL OPENINGS WITH APPROR2IATE EQUIPMENT
REQUIREMENTS
16 PERMANENT ACCESS TO EQUIPMENT SHALL BE PROVIDED,AND A MINIMUM OF 30"CLEAR WORKING SPACE IN FRONT OF ACCESS PANELS TO THE,BLOWER ORFAN ASSEMBLY Z O
AND AIR FILTER SECTION OF THE EQUIPMENT SHALL BE PROVIDED BY GENERAL CONTRACTOR W �
17. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE WITH CODE APPROVED VIBRATION ISOLATORS �
� O
II 18_ EACH PIECE OF EQUIPMENT AND ALL SYSTEMS SHALL BE ADJUSTED AND RE-ADJUSTED TO INSURE PROPER FUNCTION OF ALL CONTROLS, MAINTENANCE OF IEMPERATURE, U U
I ADEQUACY OF FLOWS AND CAPACITIES, ELIMINATION OF NOISE AND VIBRATION,AND SHALL BE LEFf IN PROPER OPERATING CONDITION � J
i 19 THE GENERAL CONTRACTOR SHALL FURNISH&INSTALL ALL OF THE REQUIRED ACCESS PANELS W THE DRYWALL CEILWGS TO GAW SERVICE ACCESS TO THEEQUIPMENT_ �
�
20 ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO THE MANUFACTURE'S WSTALLATION OPERATION�MAWTENANCE MANUALS RECOMMENDATIONS ESPECIALLY FOR � �
' SERVICE CLEARANCES �
' 21 ELECTRICAL CONNECTIONS W
a UNLESS OTHERWISE INDICATED ALL MAGNETIC MOTOR STARTERS,THERMAL OVERLOADS,LOW VOLTAGE THERMOSTATS,CONTROL RELAYS,CONTROLTRAMFORMERS AND z
, SOLINOID VALVES SHALL BY FURNISHED BY THE MECHANICAL CONTRACTOR J
b PROVIDE MOTORS AND EQUIPMENT FOR ONLY THOSE CURRENT CHARACTERISTICS INDICATED ON THE DRAWINGS �
' c. IT IS THE INTENT OF THIS DIVISION TO REQUIRE A COMPLETE SYSTEM PER THE CONTRACT DOCUMENTS O
d COORDINATE ALL EQUIPMENT REQUIRING ELECTRICAL POWER, REGARDLESS OF VOLTAGE,WITH OTHER TRADES,SO THAT ALL 5YSTEMS ARE COMPLETE AND OPERATIONAL
' e ALL THREE PHASE MOTORS SHALL BE PROVIDED WITH PHASE LOSS PROTECTION �
f ALL SINGLE AND THREE PHASE MOTORS, STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACrOR
I �
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�� AEC PROJECT#: 27789
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' DATE: ISSUE:
04-02-07 PERMIT SET
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� PLUMBING SPECIFICATIONS: PLUMBING LEGEND qRENOTNE ESSARILYU DONLEGEND � o
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1 GENERAL DOMESIIC COLD WATER � P���s� � � O N
. a FURNISH ALL LABOR,SUPERVISION, MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH,FABRICATE,DELIVER,STORE AND INSTALL ALL WORK N��TED ON THE OOMESTiC HOT WATER � PIPE DROP -�+ � �
DRAWINGS AND/OR SPECIFIED HEREIN DOMESTiC HOT WATER RECIRC � PIPE TAItEOFF(FROM BOTTOM OF MAIt� � � (� �
WASTE ABOVE GRADE --4— PIPE TAl�OFF(FROM TOP OF MAII� U� � � �
� b THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN-HESE tn •— C�
� - SPECIFICATIONS OR SHOWN ON THE PLANS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAKE A COMPLETE SYSTEM, EXCEPTING ONLY THOSE PORTIONS THAT ARE — wasrE g�ow�wwe � PIP END CAP O �O � o
' SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OFTHE SPECIFICATIONS GREASEWASTEABOVEGRADE —S PIPECONTINUATION Q �
� � GREASE WASTE BELOW GRADE = PIPE D�ANSION GUIDE U .� � �
, 2 WORKMANSHIP. —iw— INDIRECTWASTE --�IF— PIPEUNION � � O � . �
' a THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNER SATISFACTORY TO AND MEETING THE APPROVAL OF THE OVIMER AND ARCHITECT --c— Gas —jE— PIPEANCHOR � � � N c� U
—MPG— MEDIUM PRESSURE NATURAL GAS FLIXIBLE PIPE CONNECiION �� �O � ��
i, 3 MATERIALS vEt�n- —�— PiPE EJ�ANSION JOINT
, a A L L M A T E R I A L S A N D E Q U I P M E N T S H A L L B E N E W A N D T H E B E S T O F T H E I R R E S P E C T I V E K I N D,F R E E F R O M A LL D E F E C T S A N D O F T H E M A K E A N D Q U A L I T Y S P E C I R E D —c— CONDENSATE DRAIN —9-- POINTOF NEW CONNECTION N J 0- �r N �
co c�w our �.u�va�ve � N � a`�o N
' 4 SITE INSPECTION �— �S
� a CONTRACTOR SHALL VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITIONS&EXACT NATURE wco w�w.c��wour —�-- ca�va�ve �� +�
FCO FLOOR CI.EAN OUT —�— CHECK VALVE � � � � �
OF THE WORK � U � �
b_ SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM COTG CLEAN OUTTO GRADE --�-- BAU.v/��/E W -� U 5 �i
' c NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THQROUGHLY MAKE THE te> pCISTING � BALANCING VALVE � U = O
EXAMINATION (� NEw —��1— BuT�R�YVAl.vE (� W Q (n �
• 5 CODES AND PERMITS �_ �
vTR VENTTHROUGH R�F --�— GLOBE VALVE L -f- �
urn UP THROUGH ROOF PRESSURE REDUCING VALVE � 0 � �
_ a ALL MECHANICAL EQUIPMENT, INSTALLATION, ETC,SHALL CONFORM TO THE 2003 IPC CODE AND ORDINANCES AS INTERPRETED BY THE TOWN OF VAIL BUILDIAG DEPARTMENT � .V W 0 �
� � b CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS_C COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO 1HE ARCHITECT —D� HOSE END VALVE V � W OO O
. �- STwUn►ER � � J � Q
6 AS-BUILTS —�— 2-WAY COMROL VALVE � V N
a CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILTS DOCUMENTS WITH ALL CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT ANDPRIOR TO FINAL —�— 3-WAY CONTROL VALVE U � � �
, ACCEPTANCEANDPAYMENT �-- SAFETYREL1EFVALVE L �
, 7. GUARANTEE � � O
a CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A F�RIOD OF ONE _� ,vR� m
YEAR AFTER COMPLETION_ /� Q
—+— PRESSURE-TIINP.TAP a.
8 SUBMITfALS ' I
a CATAL�G INFORMATION AND CUTS OF ALL E(IUiPMENT AND DEVICES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW(SIX COPIES OF EACH) ---U-- �nn�r�rTM�oM�w�u-
9 COORDINATION � PRESSUF2E GAUGE �,s�"����
G�S. �
a THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW SCOPE n���nnonn�R ��F r ) H�� Tfi `'4
b THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF ALL DUCTS,PIPES,CONDUIT,ETC [� O� p �'� '�`,�
10 CUTTING AND PATCHING �_HB�oW��� � � �`� � y �
� +
FREQE PROOF HOSE BIBB ` �
a_ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE(NEW OR EXISTING)SHALL BE PROVIDED UNDER OTHER SECTIONS OF THE WORK � � / n �G':
b PROVIDE NECESSARY REQUIREMENTS TO THE PROJECT SUPERINTENDENT � SHOCKABSORBER '���� ��2' 0��;-`�.�
11 CLEANUP_ �\ 4
,
�`'�S�NAL��¢,�
a UPON COMPLETION OF THE WORK UNDER THIS SECTION,THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS,EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND �
� LEAVE THE PREMISES CLEAN AND ORDERLY PLUM BING FIXTURE CONNECTION SCHEDULE
� 12 PIPE INSULATION MARK MANUCTURER�MODEL NO DESCRIPTION WASTE VENT COLD H�T REMARKS �
a HOT&COLD WATER SUPPLY PIPING(EXCEPT RUN OUTS 12 FT OR SHORTER TO INDIVIDUAL FIXTURES)TO BE INSULATED AS FOLLOWS VtIATER WATER
INSULATION THICKNESS, IN_
PIPE SIZE, IN (K=0 27 BTUH-IN/SQ FT.F OR LESS} L-1 p�B��FIXNRE SPEqFlCATiONS 8 HARDWARE �vATORr �-�ir i-vr �n• �rr -
1/2",3/4"&1" 1" SELECiION TO BE BY 7HE(NiER1qR DESIGNER
1 U4"THROUGH 6" 1 1/2" G� FIXfURE ALLOWANCE NOT TO EXCEED'tF� WATER CLOSET 3' 2' 1/2" - - �
b NO CW OR HW PIPING SHALL BE ROUTED IN EXTERIOR WALLS UNLESS PROPERLY INSULATED S�� ESTABLISI-ED BUDGET SHOWER 2' t-��2' 3�4• 3/Q' -
- 13 PIPING: J
�
CO-1 ZURN Z7446 WALL CLEAN OUT 2' - - - �
', . a WASTE,VENT AND STORM DRAIN PIPING
" i SHALL BE STANDARD WEIGHT CAST IRON HUB I.ESS TYPE �
� u_ UNDERGROUND PIPING CAN ALSO BE SCHEDULE 40 PVC
' m_VENT PIPING IN RETURN AIR CEILING PLENUMS SHALL BE ABS OR COPPER PIPING � Q
b_WATER PIPING
' � SHALL BE TYPE"L"COPPER HARD DRAWN WITH WROUGHT COPPER FITTINGS. O
u JOINTS SHALL BE SOLDERED WITH 95-5 OR SILVER SOLDER v o
ui WATER PIPING CAN ALS�BE WIRSBO AQUAPEX APR, REHAU RAUPEX OR EQUIVIIANT-PROVIDE DEDUCT ALTERNATE PRICING � Q
,� c NATURAL GAS PIPING Q
'� i 7'AND SMALLER SHALL BE THREADED STANDARD WEIGHT SCHEDULE 40 BLACK STEEL PIPE WITH SCREWED MALLEABLE IRON FITTINGS Q
u PIPING 21/2"AND LARGER SHALL BE WELDED �
�, iii.ALL OUTDOOR EXPOSED PIPING SHALL BE PAINTED WITH OUTDOOR ENAME�. � O
� �� w
'� 14 EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN TEN FEET FROM OR AT LEAST THREE FEET ABOVE ANY WINDOW, DOOR,OPENING,AIR INTAKE OR VEIJT SHAFT_ �� i � J
CHROME WALLCOVER o
, 15 CLEAN-OUTS SHALL BE WSTALLED AS PER SEC 708 8 OF THE PLUMBING CODE AND SCREW � O
� 16 PROTECT ROOF RECEPTOR ON ROOF FROM RAIN WATER BY ELEVATING THE RIM 2'/"INCHES ABOVE ROOF SURFACE GAS SHUT OFF VALVE � � U
17 PROVIDE WATERTIGHT FLASHING WHEREVER PIPES PASS THRU EXTERIOR WALLS,ROOF AND FLOORS NP ' EXTERIOR WALL �
� FULL SIZE VENT TO ' J
I PLUGGED TEE WITH � �
� ATMOSPHERE_ i CLEAN OUT Q
18. PENETRATION IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. FIRE-STOPPING SHALL BE AN APPROVED MATERIAL SECURELY INSTALL.�AND CAPABLE (MAX_ EQUIVALENT j �
i OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE FOR SPECIFIC WALL OR PARTITION LENGTH 25 FT) ° � �
� FLOOR LINE �
, 19 PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGERS OR SUPPORTS AND ALL POINTS WHERE PIPING COMES INCONTACT WITH 21b-8"W C GAS �
ANY PORTION OF THE STRUCTURE APPLIES TO ALL WATER AND WASTE PIPfNG REGULATROR �
I � v v d �
20 LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE_ CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UTILITIES PRIOR TO STARTING WORKOF THIS �° ° °° ° ° ° a
SECTION MAKE REQUIRED ADJUSTMENTS TO CONNECT TO EXISTING UTILITIES_ IF INDICATED POINTS OF CONNECTION CANNOT BE MADE TO UTILITIES AS FOUND,THE !O° o �o° � ° ° , ° � o
CONTRACTOR SHALL, BEFORE CONTINUING NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED � �
KITCHEN O
21 IT SHALL BE THE CONTRACTORS RESPONSIBILIN TO VERIFY AVAILABLE SPACES FOR INSTALLING THE WORK MEDIUM PRESSURE EQUIPMENT Ys"C I.BEND �
GAS LINE BALANCE OF PIPING
, 22 VALVES SHALL BE NIBCO,JENKINS,WALWORTH,STOCKHAM OR EQUAL SERVICE PRESSURE SHALL BE SUITABLE FOR SERVICE INTENDED �—SAME AS CLEANOUT
LOW PRESSURE 5'MIN TO GRADE �
I 23 PROVIDE HANGERS AND SUPPORTS AS SCHEDULED MEETING THE 2003 IPC. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE GAS LINE DRIP LEG
� 24 CONTRACTOR SHALL AFFIX A MAINTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTWE MAINTENANCE AND SHALL PROVIDE THREE COPIES OF MAINTENAI�E AND TYPICAL TC N E CLEAiV T DIAGRAM �
OPERATING MANUALS TO THE OWNER/OPERATOR KI HE QUlPMENT GAS WALL DU
CONNECTION DETAIL "os��
25 CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY CONNECTIONS AEC PROJECT#: 27789
' NO SCALE
' 26. ALL PLUMBING LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO A GREAT EXTENT AS POSSIBLE ALL LINES NOT CONCEALED TO BE SECUP,ED 5'OFF FLOOR DATE: ISSUE:
AND 3/4"FROM WALL AND CEfLiNGS USING OFFSET BRACKETS
�� 27 AN APPROVED BACKFLOW PREVENTER SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF 04-02-07 PERMIT SET
CONTAMINATION GAS SHUT OFF VALVE
1 NP
28. ALL SINGLE AND THREE PHASE MOTORS,STARTERS AND DISCONNECTS PROVIDED BY MECHANICAL CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRACTOR
� FULL SIZE VENT TO ,
ATMOSPHERE
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21b-8"WC GAS
REGULATROR Drawn By- Chedced By
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GAS LINE PECS, LEGE
LOW PRESSURE 6"MIN
� GAS LINE DRIP LEG S CHEDULE
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TYPICAL MECHANICAL EQUIPMENT & DETAILS
� GAS C4NNECTION DETAIL
� NO SCALE NO SCALE
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1 DEMO AND CAP EXISTING O TSIDE GRILL GAS LINE COORDINAT � � �� � j� ���CW - - PRESSURE GAS LINE � �
DEMO WORK WITH ARCHITECT � E � / � %a'� �O VERIFY LOCATION 8� � >
2 CONNECT�"CW, HW,1 Y�"W&V TO L-1_ � � 3 W e SIZE Q� —
3 CONNECT%4'CW, HW,2"W&1 Yz"V TO SH-1 EBB 6 � 2"V i� \ I �
4 CONNECTY"CW,3"W&2"V TO WG1 6� �
5 FIND&VERIFY LOCATION 8�SIZE OF EXISTING 1"CW,HW,4"W&2"V � �E�F P I (E)Yz"MEDIUM �
LINE.CONNECT NEW 1"CW, %a'HW,3"W&2"V LINES TO EXISTING �'"— � — PRESSURE GAS LINE_ �
6 NEW ELECTRICAL BASEBOARDS FURNISHED AND INSTALLED BY E C, TO EBB 6' i � — WC� EF VERIFY LOCATION& �
SHOWN FOR REFERENCE ONLY / / � � • � � 1 SIZE_
7 MOUNT WALL CAP MIN 3'AWAY OF ANY AIR INTAKE TO THE BUILDING. i t—� , � 4�
8 ROUTE NEWY"MEDIUM PRESSURE GAS TO THE KITCHEN RANGE, / I / I \\ I� I � �` �'��� �� { Y �
CONNECTYZ"LOW PRESSURE GAS TO THE KITCHEN RANGE,SEE � � � � o 0 0
'�, TYPICAL KITCHEN EQUIPMENT GAS CONNECTION DETAIL ON P1 1 , � � , � i �` /�i�
'�, VERIFY THAT THE EXISTING GAS LINE IS MEDIUM PRESSURE ONE TO EBB 6 TO EBB 4 , \ � I I �\ �� /���� O O �
9 CONNECT LOW PRESSURE GAS TO KITCHEN RANGE,SEE TYPICAL ( �1�ST�R , � L-1 �
; KITCHEN EQUIPMENT GAS CONNECTION DETAIL ON P1 1 PROVIDE BEDROOi1t� BE�ROOP�,�I t�Z — � =_�� -�-� �
N E W L O W P R E S S U R E G A S R E G U L A T O R,V E N T R E G U L A T O R T O $H-1 { ��
�I AMBIENT MIN 3'AWAY FROM ANY AIR INTAKE TO THE BUILDING, MAX O 1 ,�'W ' �4tfE�G A�E� �
I VENT LENGTH EQUALS TO 25' }� CN/ / � AEC PROJECT#: 27789
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'� MECHANICAL & PLUMBING PL�►N - UNIT 5 ��
' SCALE 1/4"=1'0" •
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'� ELECTRICAL SPECI FICATIONS QUANTITIES PER FLOOR PLANS �
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A. Generai Re u�rements B. Cat 5 W�r�n Re u�rements ELECTRICAL LEGEND � � � N
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(NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) = V O �
�• SCOPE Fumish all matenals and labor required to execute this woiic A The cabling for voice and data must be cont�nuous,home run,non-spliced, � .� � (� �
as indicated on dra�nnng and as specified,as necessary to complete the 350 Mhz or better category 5e,4 pair UTP as applicable Acceptable COAX RECEPTACLE IN � RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS � � U �
contract Electncal work shall include, but not limited to,these ma�or manufacturers include Beiic-Tek,Belden, Lucent or equivalent DOUBLE GANG BOX @ 18"A F F Q..� WALL MOUNTED LIGHT FIXTURE � � � � ti
items UNLESS NOTED AC -ABOVECOUNTER � O O ,
R E C E S S E D F L U O R L I G H T F I X T U R E AFF -ABOVE FINISHED FLOOR
�, B. Data cable wdl be colored blue Voice cable�nnll be colored white � AFG -ABOVE FINISHED GRADE •N� Q �
A C o m p l e t e v i n n n g s y s t e m f o r n e w l i g h t m g a n d p o w e r a s s h o w n, RG6 QUAD SHIELDED CABLES 3/4"C � AL -ALUMINUM V �
� � qa SURFACE FLUOR LIGHT FIXTURE CU -COPPER � � � �
� including new panelboards,new condwts, new�nnres, new rnnnng C. The termmations at the station locat�ons must be Category 5e,T568B(AT8�'1) CONDUIT STUBBED TO ACCESSIBLE FIXTURE DESIGNATIONS DESIG -DESIGNATION � � •� �
�, � devices, new control devices,etc for a complete hght�ng and modular RJ-45,8 pin,8 conductor, Hubbell, Leviton,or lucent or equivalent CEILWG, PLENUM RATED WIRE UPPER CASE-FIXTURE TYPE EM -EMERGENCY � p� � N � U
and power system jacks,match faceplates to power,color coded for voice and data,match to RAN TO BACK BOARD LOWER CASE-SWITCH DESIGNATION EMP -ENERGY MANAGEMENT PANEL C � N �_
SHADING ON FIXTURE INDICATES EMERG BATTERY BACKUP EWC -ELECTRIC WATER COOLER �L t+ y...
� a Com plete feeder(s)instailation as re qwred for new and/or cable Outlets wdl be securely held in ptace � GND -GROUND � .0 O � �(�
G F I -G R O U N D F A U L T I N T E R R U P T E R ^' � L
� electncal a aratus as shown on sin le line dia ram and STRUCTURED CABLE �—�{ FLUORESCENT STRIP FIXTURE � �O �
PP 9 9 NF -NOT FUSED W
dra�nnngs D. Wall mounted patch panels�nnll be provided 2"C PVC WITH PULLWIRE DISTRIBUTION PANEL �-� TRACK LIGHTAS NOTED OR SCHEDULED NIC -NOT IN CONTRACT � J -p N � U
BURIED 20"BELOW GRADE NL -NIGHT LIGHT °� N otS pp N
� WALL WASHER NT5 -NOT TO SCALE '�"' �
b Complete branch circuit winng reqwred for the connecfion of E All cables wdl be labeled�nnth self-lammatmg labels at each cable end,at each ' CAN � �p �
r9 Y 9 9 9 9 �'9 y patch anel location,and each wall/floor face late that has v�nnn mstalled PEDESTAL POLE-MOUNTED FIXTURE UG -UNDERGROUND '� �
eme enc li htm and exit si ns to existm eme enc stand p p g ��� WP -WEATHER PROOF � .� ,N d'
POST(BOLLARD)FIXTURE i L �
by power system Coordinate numbenng scheme vinth owner. � XFMR -TRANSFORMER W ...• � ,
� STEP LIGHT +18" -MOUNTING HEIGHT TO CENTERLINE � (�, = 0
2 Com lete rovision,installation and connection of li htin fixtures, OF DEVICEAFF ORAFG — �
P P 9 9 F Provide plenum rated cable when required by article NEC 300-22 #6 CU G � CEILING OR WALL MOUNTED DCIT LIGHT � �
' exit signs and lamps as specified and as shown on drawings � EMERGENCY BATTERY LIGHTS FIRE ALARM SYSTEM L W F � �
" 3 Fire alarm s stem wdl be b others Coordinate connect�ons to the G All cable above the ceding must be tied and properiy supported�nnth ��I � DUPLEX RECEPTACLE @ 18"UNLESS NOTED � Rf p �– N
y y G E N E R A L N O T E S A L L S H E E T S �F A C P F I R E A L A R M C O M R O L P A N E L .}�
mdependent hangers Cable��draped"across ceding tdes is unacceptable �fl DOUBLE DUPLEX RECEPTACLE(�18"UNLESS NOTED V W � C
�y hood&duct detecfion �� �� � ANN FIRE ALARM ANNUNCIATOR PANEL V �� 0� �
t h e c a s e o f h a r d d ry w a l l cedmg s,a d equa te sup p o rt s ha l l b e accomp 6s he d M E T A L L I C C O L D W A T E R P I P E �i FLUSH FLOOR DUPLIX RECEPTACLE � � W O -C
� 4 Complete connection of HVAC/Plumbing motor(s),water heater(s), where reasonably possible THE EECTRICAL CONTRACTOR WILL PROVIDE A WALK THROUGH WITH Q FIRE ALARM PULL STATION ♦,, � _i � a
� SPECIAL OUTLETAS NOTED ALARM HORN OR SPEAI�R � U ��
eqwpment,etc fumish by mechanical-refer to both electncal and THE GVIMER/ARCHITECT PRIOR TO FINAL ROUGHIN AS FOLLOWS 04 �
' and mechanical drawmg for scope and work and additinal infor- H Route cables so as not to exceed 90 meters in length Bidder vinll ident�fy any , ��� �� N E L I N E D 1 AG RAM � DUPLEX RECEPTACLE HALF-SWITCHED�18"UNLESS NOTED -� N �
' �COnFIRM ALL LOCATIONS FOR LIGHT SWITCHES ADD THREE WAYS � COMBINATION HORN/STFtOBE OR SPEAKER/STROBE
�� mation cable runs exceedmg 90 meters and provide solut�on to meet the 90 meter IF FDUND NECESSARY. Q TELE-POWER POLE •H THERMAL HEAT DETECTOR LU.. � � ~
, ` requirement •RE�IEW RECEPTACLE LOCATIONS, MOVE AS REQUIRED PROVIDE �� MULTI-OUTLET PWG STRIP •i SMOKE/IONI7ATION DETECTOR G,� X
�� 5 Provide grounding and bondmg Facdit�es UNir PRICING IF ADDITIONAL RECEPTACLES ARE REQUIRED J� JQ JQi JUNCTION BOX IN FLOOR,CEILING OR IN WALL �P PHOTOELECTRIC SMOI�DETECTOR �
1. All�nnnng shall be protected from moving mechanical or physical contacts •RE�IEW RECEPTACLE LOCATIONS AT COUNTERS AND CONFIRM m � COMPUTERRELEPHONE OUTLEf IN FLOOR OR WALL �wP HEAT/PHOTOELECTRIC SMOI�DETECTOR m
; 6 Complete all electrical demolit�on as required Cabhng shall be free from tension at both ends,as well as through out the IF T-IOSE RECEPTACLES SHOULD BE ABOVE COUNTER OR BELOW TELEVISION OUTLEf �� a
, len th of the run S lices and bnd e ta s with cablin are stnctl rohibited MO�E AS REQUIRED � s R DUCT DETECTOR
9 P 9 P J Y P � TELEPHONE BACKBOARD � SPRINKLER SYSTEM FLOW SWITCH
' 7 Core dnlhn and atchm of exist�n bwldin structure re u�red for Winng is to be run in cable tray and condwt where specified IN GEAERAL CONFIRM POWER AND LIGHTING REQUIREMENTS THE
9 p 9 9 g q CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING �.F. SPRINKLER SYSTEM TAMPER SIMTCH
ELECIRICIAN SHOULD BE PREPARED TO REWORK SOME DEVICE LOCATIONS
� electncal work Core dnlimg shall follow Building Standard procedures ROUTE WIRE AT CEILING PARALLEL OR —� CIRCUIT HOMERUN � �tYr�r,r
� and contractor shall have wntten a rovals from bwldin owner nor •1• All connections of twisted�nnnng shall be made in such a way as to minimize SIGNIFICANT REWORK SHOULD BE FLAGGED AND UNIT PRICING __ � srnosE �-a� c
PP 9 P PERPENDICULAR TO STRUCTURE SECURE — CONDUIT RUN BELOW FLOOR OR GRADE �'`�t� R�^�
the extent m which each finnsted pair is unraveled at the point of its physical PROVDED AND WRITTEN AUTHORIZATION FOR ADDITIONAL COSTS � SMOKE/FIRE DAMPER CONNECTION � � ��/,^
to start of any work terminat�on No more than 5 inches of ex posed untwisted pairs shall be APPROVED PRIOR TO PROCEEDING. TO STRUCTURE AT 4'INTERVALS OR LESS. � CONDUIT STUB-UP-CAP&MARK �:r REMOTE INDICATOR LIGHT �;��„�' ,� � C;,, �`:� Y
8 Test of entire system and work present at these locat�ons $ LIGHT SVNTCH AT 48"UNLESS NOTED �,�� � !� cr`
SUBSCRIPTS SECURITY SYSTEM �
->
2=2-POLE SIMTCH . „�,i� ;a r,
9 Operatmg, Maintenance and ident�ficat�on instruct�ons manuals,if K Cable bends shall be no less than eight t�mes the cable diameter or 1 00" STUB UP TO ABOVE 3=3-WAY SWITCH O CONTACT DOOR SWITCH IN JAMB OR HINGE � �� �,-
� any Cables are to be kept a minimum of 6"from power lines,electnc motors, ACCESSIBLE CEILNG 4=4WAY S1M�TCH Qp Q INTRUSION M0710N DETECTORAS SPECIFIED,cowzioowROOM � J' 1i/ �, ��^��
K=KEY-OPERATED SIMTCH ''� � `�'
fluorescent fixtures or heat enerat�n devices C OR R -�� ( �� �
10 PERMITS AND FEES. Obtain and a for all necessa ermits,ms ec- 9 9 +80 AF� TO=THERMAL OVERLOAD SWITCH � ���. �,�
P Y �Y P P P=SVNTCH WITH PILOT LIGHT Q KEY-OPERATED ACCESS SWITCH ��,"���Nf1L��� t���
tions,exammations and fees or charges necessary for execut�on and L All cable hangers shail be no more than 48"apart Contractor shall be QD DIMMER SWITCH W/WATTAGE }.0 �<�u,��`u
SURVEILLANCE CAMERA
completion of electncal work familiar and install m accordance�nnth all applicable codes and standards, � [] PUSHBUTTON CONTROL STATION
' includmg NEC, EIA/TIA 568,569 and 606,and federal,state and local codes DISTRIBUTION EQUIPMENT SYMBOLS
PHOTOELECTRIC CELL
� 11 REGULATIONS AND CODES Care must be taken to ensure cables are not kinked,bent beyond hmit, s TIME SIMTCH —�— DISCONNECT 81MTCH
overioaded,over-cinched,crushed,improperly untwisted,etc �
'� A Applicable codes National Electnc Code(1999) STRUCTURED CABLE � THERMOSTAT AT 60"UNLESS NOTED ---�1�— FUSES
Conform to the revadm edit�on and amendments thereto of the +80"AFF DISTRIBUTION PANEL 2#CAT 5e 3/4 C "
P 9 " DMSION 15 EQUIPMENT CIRCUIT BREAI�R
Town of Vad Electncal Code,pertinent NFPA ublications M No exposed winng v�nll be accepted unless approved in wnting by the ( )
P PLENUM RATED WIRE Q FOOD SERVICE EQUIPMENT –�v�v�– CURRENT TRANSFORMER �
engmeer Cabling shall be in the wall,above the ceding or where exposed, TRANSFORMER
and to the requirements of Federal,State or other City agencies enclosed�nnthin cable tra s,racewa s or condwt,as s ecified REQUIRED v�nni
having�unsdiction y y p COMMUNICATION SYSTEM Mnn
� MEfER �
12 SHOP DRAWINGS AND SUBMITfAL N. All cabling shall be bundled and properly secured and termmated Qs Qs-i SPEAKER IN CEILING OR WALL � MAGNETIC MOTOR STARTER
V�i VOLUME CONTROL AT 60"UNLESS NOTED � DISCONNECT SIMTCH � �
� A Contractor shall submit shop drawnngs for engmeer review and approval� The warranty set forth for this system shall consist of a full three(3)years PULLWIRE "C M MICROPHONE OUTLET IN FLOOR BOX OR WALL �
ftom the date of ro ect com letion The contractor wamants the s stem to be v � � �r PANELBOARD OR LOAD CENTER,FLUSH OR SURFACE MOUNTED
, B. Shop drawmg submittal shall include p � p y � � CU �'i OC -1 CALL-IN SIMTCH � SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD �
f free of defects of workmanship or products and vinll inspect and repair the Q PROGRAM BELL �
� 1 Lighting fixtures � TRANSFORMER
system dunng this warranty penod at no additional cost to the owner. The �
�+ 2 Panelboard(s) wamanty penod shall begin at the pomt of system acceptance or beneficial �I INTERCOM --��n GROUND
1 RJ-11 & 1 RJ-45 � CLOCK � Q
� 13 CONDUIT AND WIRE use,whichever comes later MAIN TELE/DATA SINGLE GANG A AMPLIFIER 8 CIRCUIT BREAKER
� ROOM ,�I BOX AT 18"AFF � � MOTOR OUREf O
A CONDUCTOR SIZES AND TYPES� Use only copper�nnre,600 volt nrs AUTOMATIC TRANSFER SWITCH O
- msulation,stranded in sizes#8 and larger,solid in sizes#10 and COLD WATER PIPE O ❑
smaller. Control wiring shall be#14,stranded In sizes#1 and T E L E P H O N E O N E L I N E D 1 AG RA M T E L E P H O N E/C 0 M P U T E R
� smaller, use types TW,THHN or THW In sizes larger than#1, use Q �
THW or XHHW Use type THHN for�nnres entenng or passmg
, through fluorescent lighting fixtures NO SCALE �
B MC cable permitted per local codes RO U G H 1 N � O
14 ELECTRICAL DEVICES � �I
A Convenience receptacles�nnll be 20 amp,commercial grade O
decora style Fmish per owner or architect PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL ELEVATOR#1 � O
UNIT#1 UNIT#2 UnIT#4 UNIT#8 UNIT#7 UNIT#9 UNIT#9A UNIT#3 UNIT#5 UNIT#8 L1 10 HP � U
B Light s�nntches�nnll be 20 amp,commercial grade, � �
decora style Fmish per owner or architect
C Dimming s�nntches�nnll be a mirnmum of 600w or as noted M �
Prowde decora style,firnsh per owner or architect Q
2 0/2 2 0/2 2 0/2 � \
D All mountmg heights v�nll conform to ADA guidelmes Typical receptacle ,/
heights wdl be+18"AFF and sHntch heights will be+46"AFF
unless noted otherw�se 10K AIC < K AIC �3#2/0 CU, 1#6 CUG)NMC � ��
125/2 125/2 OR(4#4/0 AL 1#4ALG)NMC �
E. Provide GFI type receptacles at kitchens, bathrooms, � (4#3/0 CU, 1#6 CUG)2"C
garages,extenor etc as required by code COORDINATE ROUTING OR(4#250 MCM AL, 1#4ALG)2"C
CLOSELY WITH CONDO J
15 SUPPORT 12 2 00/2 200/2 ASSOCIATION PRIOR TO �
A Support all electncal equipment independent of accessible cedings as FINALIZING PRICING �
required by NEC
16 ELECTRICAL BOXES 12 /2 25/2 200/2 �
' A At fire rated wall space electncal boxes at opposite sides of the wall (3)400A (3�OOA (3)400A �
LPN-R LPN-R LPN-R
no less than 24"honzontal distance. HOLY CROSS
25/2 700/2 400/3 400/3 200/2 400/3 METER#96277 PROVIDE PLAQUES
B. When phone,TV&power receptacles are shown on plan next to each other "SERVICE DISCONNECT#3 OF 5" �
Locate respective receptacles next to each other on site�nnth no more PROVIDE PLAQUE HIGHEST
than 1"seperatmg cover plates. "SERVICE DISCONNECT#1 OF 5" PROVIDE PLAQUE DEMAND "SERVICE DISCONNECT#4 OF 5"
59600 AIC REMOVE EXISTING CABLE "SERVICE DISCONNECT#2 OF 5 FEB.2007 WAS DIRECTLY BIE OWNN CTS#5
AND LABEL METERS AS (4#500 MCM CU,#3/0 CU G)3-1/2"C 27KW(75 AMPS)
PARKING GARAGE" AEC PROJECT#: 27789
"ABANDONED". PROVIDE PIAQUE — —
"SERVICE DISCONNECT#5 OF 5
' 2[(4#250MCM AL)2"C] SERVICE DISCONNECTS#1 (3)4 (3� DATE: ISSUE:
PARTITION SURFACES -R LPN-R )
THRU#4 DIRECTLY ABOVE IN 17950 AIC 1 400A N
NOT DEERMINED MECHANICAL MEZZININE" � � 400/3 60�3 �F� CES � 04-02-07 PERMIT SET
CUT INSULATION FLUSH
WITH PARTITION 2[(4#500MCM AL)3-1/2"C] � I BONDING JUMPER
FIRESTOP MADE IN UTILITY (#3/0 CU G)3/4"C G �
! 20 GA GALVANIZED PIPE SLEEVE CUT FLUSH T�O SECTIONS USE EXISTING SPARE MAI
STEEL FIRESTOP- TRANSFORMER LUG TO PULL NEW FEEDE CONFIRM THE EXISTING
I WITH OUTSIDE PARTITION BUILDING GROUNDING
i EACH SIDE OF SURFACES PAD MOUNTED FOR METERBANK _ _ _ _ #6 TO TELEPHONE MEETS THE LATEST ELECTRICAL
i TOPARTOITIONREW MAIN DISTRIBUTION CENTER ��MDC�� CONCRETE- CODEREQUIREMENTS
� INSULATION 600A� � ZO/ZOC�V, 3P� 4W ENCASED ELECTRODE
� A A NEW WORK IS 42�IC Drawn By Checked By
! CLOUDED INCOMING WATER SERVICE SOH AEC
PIPE
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- L
WATER METER ELECTRI L
- - -. .. _ .� A A
` FIRESTOP SHALL BUILDING STEEL „ , O�_L�
SEAL ENDS OF FIT TIGHT AROUND = DRIVEN
' ' INSULATION WITH (3)3/4 x �
- VAPOR BARRIER P�PE 2"MIN.(TYP) GROUND ROD
SPECS
COATING VAPOR BARRIER
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i PROJECT TYROLEAN PROJECT# 27789 PROJECT-TYROLEAN PROJECT#- 27789 �
I CLIENT SUMAN ARCHfTECTS ENGINEER SOH CLIEM' SUMAN ARCHffECTS ENGINEER SOH �
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I DESCRIPTION MAIN DISTRIBUTION CENTER VOLTAGE 120208V,3P,4W DESCRIPTION PANEL METERBANK VOLTAGE' 120/208V,3P,4W (n �
' MOUNTING SURFACE MAINS 600A MLO MOUNTING SURFACE MAINS 400A MLO }' 'p
� TYPE EXISTING AIC 10K TYPE.SQUARE D MEIER PAK P�SE PHASE 10K � U O �
PHASE PHASE
� DESCRIPTiON A B C BKR P CIR CIR P BKR A B C DESCRIPTION DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION � �� � U 00
i 'Y NEW RESIDENTIAL 30611 400 3 1 2 3 400 0 PANEL L1 UNIT#3 20200 200 2 1 2 2 200 22140 UNff#8 � � � C d'
• METERBANK 30611 3 4 0 " N 20200 3 4 22140 " � C 0 � �;`
30611 5 6 0 " UNff#5 22530 200 2 5 6 0 � � O
� 0 7 8 3 60 0 ELEVATOR 22530 7 8 0 V •� = a�
U 0 9 10 0 " 0 9 10 0 � 0 ,O � O
0 11 12 0 "
� 0 13 14 3 9000 HIGHEST DEMAND 0 11 12 0 � p� � N � V
� 0 15 16 9000 FOR PANEL L1 0 13 14 0 •L � � ,�,�,, �_
� 0 17 18 0 9000 AND ELEVATOR 0 15 16 0 � � p (/� �
i 0 19 20 0 0 1 7 1 8 0 � �a �p �
0 19 20 0 N N
' 0 21 22 0 0 21 22 0 ■� � N ojs ap �
0 23 24 0 0 23 24 0 � � = �p � (�
0 0 27 28 0 0 0 25 26 0 � .L N 'd'
0 29 30 0 � 2� 28 0 W V U = O
0 31 32 0 0 29 30 0 �
' 0 33 34 0 � 31 32 0 (� W ¢ (!) �
� 0 35 36 0 0 33 34 0 � _� _
" 0 37 38 0 0 35 36 0 "�' V � O C
' W GO O
" 0 39 40 0 0 37 38 0 (� C
0 39 40 0 � � J � �
` 0 41 42 0 0 41 42 0
LOAD CALCULATION SUMMARY � � � N
' LOAD CALCULATION SUMMARY i � � �—
CALCULATED POWER FACTOR CALCULATED POWEP,FACTOR- 0 97 Q �
1 00
CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS m
HIGHEST DEMAND 27000 79 33750 98 CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS O
RESIDEMIAL LOADS 91834 254 g�g34 254 APPLIANCES 28400 79 21300 59 PROJECT:lYROLEAN UNff#5 PROJECT# 27789 �
TOTAL 118834 333 125584 353 LIGHTING&RECEPT 26740 74 11309 31 CLIENT SUMAN ARCHffECTS ENGINEER- SOH
' MECHANICAL 24700 80 26825 87
CAPACfIYOF MDC 600 KITCHEN OVEN&DRIER 49900 138 32400 90
SPARE CAPACITY LEFT ON MDC Z,47 TOTAL 129740 371 91834 268 DESCRIPTION. PANEL UNIT#5 VOLTAGE: 120/208V,1 P,208V ,.�azrrz-Q�z�
MOUNTWG RECESSED MApVS: 200A MLO � ���G/S'`$�,
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PHASE PHASE ��0�`L , '`?� 'r;^�,
DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION �. �ti1��� "y �
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, �RANGE 4000 60 2 1 2 2 30 2500 DRYER of���/2���; �
4000 3 4 2500 ,;. `�,,. �
LNING RM EASEBOARD 1250 20 2 5 6 1 20 540 RECEPTACLES fiS�,o������ C�a�``��}�'
" 1250 7 8 1 20 540 RECEPTACLES �,���„�
ELECTRIC H EAT SCH EDU LE BEDROOM BASEBOARD 1000 20 2 9 10 2 20 1000 BEDROOM BASEBOARD
" 1000 11 12 1000 "
DESIG MFR CATALOG VOLTS WATTS AMPS ENGTH RECEPTAC'_ES 540 20 1 13 14 1 20 540 RECEPTACLES �
NUMBER RECEPTAC.ES 540 20 1 15 16 1 20 540 RECEPTACLES
RECEPTAC��ES 540 20 1 17 18 1 20 800 LIGHTING
BB-2 QMARK HBB-508 208 500 2 4 28" RECEPTAC'_ES 540 20 1 19 20 1 20 1500 KfTCHEN RECEPT �
BB-3 QMARK HBB-758 208 750 3 6 34�� RECEPTAC'_ES 540 20 1 21 22 1 20 1500 KffCHEN RECEPT
RECEPTAC�ES 540 20 1 23 24 1 20 1200 DISPOSAL �
BB-4 QMARK HBB-1008 208 1000 4 8 46" RECEPTAC..ES 540 20 1 25 26 1 20 1200 DISHWASHER
STEAM UNff 3750 50 2 27 28 1 20 540 RECEPTACLES
�W BB-5 QMARK HBB-1258 208 1250 6 58" � 3750 29 30 1 20 1200 MASTER BATH JACUZZI GFI � �
.; , BEDRM#1 REC(6) 1080 20 1 31 32 2 30 1000 �BEDROOM#1 BB �
" BB-6 QMARK HBB-1508 208 1500 7 2 70" BATN#1 REC 1 180 20 1 33 34 1000 �
-d BATH#1 LTS&FAN 200 20 1 35 36 0 SPACE ��
BB-8 QMARK HBB-2008 208 2000 9 8 94" LNING RM PEC(4) 720 20 1 37 38 0 SPACE �
, . BB-10 QMARK HBB-2510 208 2500 12 120" SPACE 0 39 40 0 SPACE �
0 41 42 0 O
s LOAD CALCULATION SUMMARY O
A -F LT CIRC ff INTERRUPTER PROTECTION AT BEDROOM RECEPTACLE CIRCUITS O �
NOTE• PROVIDE RC AU U Q
CALCULATED POWER FACTOR 0 97
ELECTRICAL HEATING SCHEDULE NOTES CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS
1 PROVIDE QMARK INTERGAL THERMOSTAT AT TOE HEATERS APPLIANCES 11100 53 8325 40 z O
2 T-STATS WILL HAVE 50-60-70. DEGREE MARKINGS/SETTINGS CAT#M602W LIGHTING&RECEPT 9460 45 5261 25
3 PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO ORDER MECHANICAL 8500 41 9125 44 O �
4 PROVIDE INTEGRATED DUPLEX RECEPTACLE WHEN SHOWN ON PLANS KITCHEN OVEN&DRYER 16000 77 16000 77 � O
5 CENTER BASEBOARDS WITH WINDOW ABOVE TOTAL I 45060 217 38711 186 - a
6 COMPETITIVE MANUFACTURERS MUST BE APPROVED PRIOR TO BID � U
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