A TANGERINEa4.4 wall sections a6.0 enlarged restroom plan & details a8.0 outline specifications a8.1 outline specifications structural s1.0 general notes and roof framing plan mechanical

NORTH

LOCATION MAP

PROJECT LOCATION

1. Contractor shall be goverend by the currently adopted edition of all codes and regulations having jurisdiction over aspects of this construction project.

2. Written dimensions and existing conditions shall be verified in the field by the Contractor and/or his Subcontractors. Do not scale drawings. If further clarification is required, contact Architect and provide him with field dimensions as required to assist him with his clarification.

3. Any discrepnacy in dimensions and/or drawings and/or field measurements shall be brought to the attention of the Architect prior to the commencement of any work.

4. These drawings and specifications are the property and copyright of the Architect and shall not be used on any other work except by agreement with the Architect.

5. Duty of Cooperation: Release of these plans anticipates further cooperation among the Owner, Contractor, and Architect. Although the Architect and his consultants have perfomed their services with due care and diligence, they cannot guarantee perfection. Any ambiguity or discrepancy discovered shall be reported immediately to the Architect. Failure to cooperate by a simple notice to the Architect shall not relieve the Contracto from responsibility for all consequences. Changes made from the plans without the consent of the Architect are unauthorized, and shall relieve the Architect of responsibility for all consequences arriving out of such changes.

6. All products shall be installed per manufacturere's recommendations.

7. All work to be in accordance with "General Conditions of the Contractor for Construction -A.I.A. Document A201" and other Contract Documents.

8. Contract Documents also include the Project Manual and specifications; said documents are made part of these drawings in their entirety as if attached.

9. The Contractor shall include any work required to make the end result building operative and able to be occupied. If equipment, material and/or intent are not detailed in drawings or specifications but are obviously required as industry standard for operative conditions, this work shall be included in base bid. If the Owner does not accept the Contractor's selection, the additional cost (to the Contractor) of that equipement or materials chosen by the Owner or Architect will be offset by Change Order.

10. Do not use cadmium or cadmium plated products or products containing cadmium for work in place.

11. Do not use asbestos containing products for work in place. Contractor shall not cut, drill, remove, or otherwise disturb any material,equipment, construction, etc., if it is thought to contain any hazardous material. If material, equipment, construction, etc., is encountered which appears to, or is likely to contain hazardous materials, notify Owner immediately.

12. Electrical equipment shall be certified as containing no PCB's.

13. Typographical errors or errors of spelling shall be brought to the Architect's attention for clarification. Interpretation of the meaning of mis-typed or misspelled words without clarification from the Architect will be done by the Contractor with acceptance of responsibility for that interpretation and all consequences arriving therefrom.

14. Note: All dimensions to face of masonry, center line of structural steel or face of gypsum board, typ. u.o.n. - All masonry dimensions indicated are nominal dimensions.

15. The term "provide" as used herein shall mean that Contractor shall furnish and install said item, construction, equipment, materials, etc., for a compelete, finished installation.

16. General Contractor shall be responsible for coordination of all trades doing work and coordination with Owner and Owner's subcontractors regarding installation and provision for all equipment, materials and constructions indicated "by Owner" or "by others" on these documents.

17. All exisiting areas outside of contract limits are fully finished and beyond the jurisdiction of the owner. Contractor shall take all precautions necessary to protect these areas from damage, debris, and any other deleterious effects caused by this construction. Any areas affected by this construction shall be restored to original condition as required at completion of project.

18. Separate permits/applications shall include, but are not limited to, the following: Fire Sprinkler and Fire Alarm from the Fire Department, Kitchen Hood System from the Fire Department, High piled combustion storage from the Fire Department, and Exterior Tenant Signage from the Planning Department. CBC Appendix Chapter 1, Section 106.

GENERAL NOTES

ROOM NAME/NUMBER

A101

1ENLARGED DETAIL

1

A101

DRAWING NUMBER

SHEET NUMBER

DETAIL TAG

1

A101

DRAWING NUMBER

SHEET NUMBERWALL SECTION TAG

1

A101

DRAWING NUMBER

SHEET NUMBER

1

A101BUILDING SECTION TAG

A101

1

1

1

1 INTERIOR ELEVATIONS

STRUCTURAL GRID

GLAZING NUMBER

DOOR NUMBER

1t

101

1i PARTITION TYPE

1i EQUIPMENT TAG

CONCRETE

UNDISTURBED EARTH OR COMPACTED FILL

POROUS FILL (GRAVEL)

BRICK OR STONE MASONRY

CONCRETE MASONRY

GYP. BD.

BATT INSULATION

RIGID INSULATION

METAL

FINISH WOOD

ROUGH WOOD

PLYWOOD

GLASS (IN ELEVATION)

GRAPHIC STANDARDS

AROOM NAME

101

PROJECT DIRECTORY

OWNER Tangerine2777 Iris Ave, Boulder, CO 80304Phone: (303) 443-2333Email: [email protected]

ARCHITECT Bray Architecture 1300-C Yellow Pine Ave.Boulder, CO 80304Contact: Jim BrayPhone: 303.444.1598email: [email protected]

DESIGNERS Stantec1112 Pearl St.Boulder, CO 80302Contact: Daniel AizenmanPhone: 303.447.8202email: [email protected]

CONTRACTOR Center Management Group, LLC2741 Iris Ave.Boulder, CO 80304Contact: Michael Johan Phone: (303) 449-2214Email: [email protected]

ENGINEER - MEP DME Solutions10 N. 1st Ave E, Suite 201Ely, MN 55731Contact: Denis Miller - Mechanical, PlumbingPhone: 218.550.6280Email: [email protected]

ENGINEER - STRUCT Gebau1121 Broadway # 201Boulder, CO 80302Contact: Joel AmbrosinoPhone: 303.444.8545email: [email protected]

EQUIPMENT

TABLES CHAIRS

BOOTH SEATING

SAFE

OFFICE CHAIR

FILE CABINET

TV'S & SPEAKERS

POS, DATALINES

CCTV VIDEO SYSTEM

O GC OC O GC OC

•••••

••

••• ••

•• Booth & community tables by GC

GC to coord. dimensions/shop review

Equipment, cabling, mounts by owner vendor. GC to provide vertical conduits w/ pull strings & power

Equipment furnished & installed by vendor. GC to provide power, data, vertical conduits w/ pull strings & final connections

Owner vendor to provide & intall equipment. GC to provide vertical conduit w/ pull strings

•••

• • • Electrical & plumbing connections by GC. Low voltage and refrigeration by kitchen vendor

RESPONSIBILITY SCHEDULE

KITCHEN EQUIPMENT

COOLERS

FRYERS & OVENS

SELF-CONTAINTED COOLERS & FREEZERS

STATIONARY TABLES & SINKS

ICE MAKER

HOODS

EXHAUST FANS

CONDENSERS

O GC OC O GC OC

•••••

•• •

•• •• •• •• •• •

KEV furnishes, GC provides final connections for plumbing, electrical & fire

KEV to furnish and install unit, refrigeration & control wiring. GC to make final connections for plumbing & electric

KEV furnished and installed, GC to provide final connections

KEV furnished and installed, GC to provide final connections

• •

BUILDING

SLAB

EXTERIOR WALL FRAMING

INTERIOR WALL FRAMING

PATIO RAILS AND GATES

EXTERIOR ALUMINUM STOREFRONT

GLAZING

WINDOW FILM

SIGNAGE

WALL GRAPHICS & DECOR

PAPER TOWEL DISPENSER

TOILET PAPER DISPENSER

SOAP DISPENSER

MIRRORS

GRAB BARS

DIAPER CHANGING STATION

RESTROOM SIGNAGE

FIRE EXTINGUISHERS

KNOX BOX

OFFICE COUNTERTOP & SHELVES

SLAB

O GC OC O GC OC

•

•••

•

••

•

•

••••

•••

•• •

••••

••••

•• • •

•

••

•

•••

•

Sign vendor to furnish and install. GC to provide final connections and sealant

Per local fire marshal & building code - see plan

Location coordinate with fire marshal

• •

UTILITIES

WATER

WATER METER AND BACK FLOW

GAS

GAS METER AND MANIFOLD

ELECTRIC

ELECTRIC METER

TRANSFORMER

SECONDARY CABLES

SEWER

STORM DRAINAGE

O GC OC O GC OC

•

•

•

••• •

••••••••

•

•

•

• •

• • • •

••

GENERAL REQUIREMENTS

BUILDING PERMITS

INSPECTIONS

TEMPORARY UTILITIES

CLEAN UP / FINAL

PROJECT SUPERVISION

INSURANCE

•• •

•••

••••

••GC to obtain permits required. Owner to reimburse the GC for the building permit only. All others are to be paid for by appropriate sub. Fire sprinkler & alarm subs are to pay Plan Review and permit fees associated with the design build of these components.

GC responsible for all inspections including but not limited to Building, Fire, Health. GC must obtain C of O by date shown in contract.

Daily & final

As required by Owner (OB)

Full time site superintendent through opening date

FURNISHED INSTALLED

O GC OC O GC OC

**THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. CONFLICTS BETWEEN THIS SCHEDULE AND THE REST OF THE CONTRACT DOCUMENTS WILL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO BEGINNING WORK.

LEGENDO = OWNER (TENANT)GC = GENERAL CONTRACTOROC = OWNER'S CONTRACTOR/SUPPLIER

PROJECT ADDRESS 379 Main StreetLongmont, Colorado 80501

BUILDING CODES 2015 International Building Code2015 International Plumbing Code2015 International Mechanical Code2017 National Electric Code2015 International Energy Conservation Code2015 International Fire code2015 International Fuel Gas Code

PROJECT DESCRIPTION Tenant remodel of existing restaurant space. No change in use or square footage

CONSTRUCTION TYPE Type IIIB - Non-Sprinklered

STORIES 1

TENANT FLOOR AREA 2,702 s.f. - Main Level2,432 s.f. - Storage Basement - No change in use or layout

OCCUPANCY GROUP A2 - Restaurant

OCCUPANT LOAD Restaurant: 55Kitchen: 5Storage: 9Outdoor Seating: 10

79 persons (See Occupant Load CalculationsSheet A0.1)

PLUMBING FACILITIES WATER CLOSETS LAVATORIES URINALS SERVICE SINKREQUIRED*: Male ADA 1 1 0 1

Female ADA 1 1

*Calculated per chapter 2902.1 with load factors of 1:75 WC and 1:200 LAVS

PROVIDED: Male ADA 1 1 0 1 Female ADA 1 1Uni-sex Non-ADA 1 1

ACCESSIBILITY All Primary Functions are Accessible

PROJECT DATA / CODE ANALYSIS

1300-C Yellow PineBoulder, CO 80304

SHEET NUMBER:

SHEET TITLE:

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A0.0

COVER SHEET

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ARCHITECTURE

A0.0 COVER SHEET

A0.1 LIFE SAFETY & OCCUPANCY PLAN

A2.0 SITE PLAN & DEMOLITION PLAN

A2.1 BASEMENT FLOOR PLAN

A2.2 FIRST FLOOR PLAN

A2.4 FIRST FLOOR REFLECTED CEILING PLAN

A2.5 FIRST FLOOR FINISH AND FURNITURE PLAN

A2.6 EQUIPMENT PLAN & SCHEDULE

A3.0 EXTERIOR ELEVATIONS

A4.0 SCHEDULES

A4.1 FURNITURE SCHEDULE

A4.2 INTERIOR ELEVATIONS

A4.3 BOOTH & MILLWORK DETAILS

A4.4 WALL SECTIONS

A6.0 ENLARGED RESTROOM PLAN & DETAILS

A8.0 OUTLINE SPECIFICATIONS

A8.1 OUTLINE SPECIFICATIONS

STRUCTURAL

S1.0 GENERAL NOTES AND ROOF FRAMING PLAN

MECHANICAL

M0.1A MECHANICAL SPECIFICATIONS

M0.1B MECHANICAL SCHEDULES

M1.0 BASEMENT MECHANICAL PLAN

M1.1 FIRST FLOOR MECHANICAL

M1.2 ROOF PLAN MECHANICAL

M2.0 EQUIPMENT SPECIFICATIONS

M2.1 EQUIPMENT SEPCIFICATIONS

ELECTRICAL

E0.1 ELECTRICAL LEGEND AND ONE-LINE DIAGRAM

E1.0 ELECTRICAL SYSTEMS PLANS

E2.1 LIGHTING PLANS

E3.1 ELECTRICAL SCHEDULES

E3.2 LIGHTING COMPLIANCE

PLUMBING

P0.1 PLUMBING SPECIFICATIONS & SCHEDULES

P0.2 PLUMBING SCHEMATICS

P1.0 WATER SUPPLY FLOOR PLANS

P1.1 SANITARY SEWER FLOOR PLANS

TANGERINE379 MAIN STREET

LONGMONT, COLORADO

PERMIT SETOCTOBER 9, 2018

SHEET INDEX

COMMERCIAL KITCHEN AREA = 825 SF DINING UNCONCENTRATED AREA

=816 SF

DIAGONAL DISTANCE

119' - 4"

EXIT SEPARATION

113' - 10 3/4"

ACCESSIBLE ROUTE

SLOPE DN

LANDING

EXIT 1

34" WIDE

EXIT 2

48" WIDE

DN

DN

MAIN LEVEL

OCCUPANT LOAD CALCULATIONS

OCCUPANCY LEGEND

NOTES

OCCUPANCY TYPE S.F.LOAD

FACTOR OCCUPANTS

Unconcentrated (A-2)

Commercial Kitchen

Accessory Storage / Mechanical(Basement)

Total Indoor OCCUPANTS

Outdoor Unconcentrated (A-2)

Total Outdoor OCCUPANTS

TOTAL OCCUPANTS

UNCONCENTRATED (TABLES & CHAIRS)

COMMERCIAL KITCHEN SPACE

STANDING SPACE

ACCESSIBLE ROUTE TO PUBLIC WAY:1:20 MAX SLOPE W/ 1:50 MAX CROSS SLOPE

MAX TRAVEL DISTANCE <250'PER IBC 1016.1

EXIT SEPARATION PER IBCSECTION 1007.1.1 = EXCEPTION 2

MINIMUM DISTANCE REQ.= 119'-4" / 3 = 39'-10"ACTUAL SEPARATION DIST. = 113'-10 3/4" > 39'-10"

816 SF

200 gross 5

15 net 55

69

139 SF 1015 net

10

79

REQUIRED EGRESS WIDTHS: (69 occupants/2 exits) x 0.2" = 6.9" Required at each exit.

34" Provided at front accessible exit48" Provided Alley exit

STORAGE / MECH

2501 SF 300 gross 9

825 SF

BASEMENT EXIT

STORAGE MECH AREA =2501 SF

(E) BLOCKED OFF WOOD STAIR

WH

54' - 9 1/4"


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A0.1

LIFE SAFETY &OCCUPANCYPLAN

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1/8" = 1'-0"A0.1

1 FIRST FLOOR CODE PLAN

1/8" = 1'-0"A0.1

2 BASEMENT FLOOR CODE PLAN

WH

(E) LIGHT POST

(E) 15" HONEY LOCUST AND TREE GRATE

12' - 0"

16' - 1"

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(E) SIDEWALK

ALLE

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119' - 3"

25

' - 4

"

ROOF

10' - 8"

MIN CLEAR

5' - 0" 4' - 0"

5' - 0"

RESTAURANT PATIO

(E) CURB

1 2 3 4

A

B

C

ADJACENT PROPERTY, NIC

PROVIDE FABRIC AWNING OVER REAR RESTAURANT ENTRY

ADJACENT BUILDING SURFACE PARKING

EXISTING HOSE BIB

PROVIDE NEW 12" CONCRETE DRAINAGE CURB FLUSHED TO BUILDING TO ELIMINATE SEEPAGE @ ADJACENT SURFACE LOT

(E) ROOF TOP UNIT

(E) ROOF TOP UNIT

(E) BOLLARDS

NEW SIGNAGE, UNDER SEPARATE PERMIT

5' REQUIRED CLEAR SIDEWALK AREA

ADJACENT PROPERTY, NIC

5

1/2" / 1'-0"

DEMOLISH (E) SKYLIGHT AND CURB. REPLACE CURB, WATER PROOFING AND SKYLIGHT WITH NEW.NOTE: SEE ASBESTOS REPORT FOR REMOVAL AND DISPOSAL METHODS OF ROOF MEMBRANE MATERIALS

NEW BENT METAL PARAPET CAP.TYP ON NORTH WALL

NEW BENT METAL PARAPET CAP

NEW ROOF PENETRATION. RE: MECH

FABRIC AWNING BELOW

PATIO BELOW

NEW PATIO RAIL BELOW

(E) GUTTER AND DOWNSPOUT TO REMAIN. REPAIR AND PAINT AS NECESSARY

RELOCATED EXHAUST AND MUA. RE: MECH

NEW MUA AND EXHAUST. RE: MECH

CRICKET FOR DRAINAGE

PATCH AND REPAIR ROOF AT DEMOLISHED ABANDONED PIPE PENETRATION

4' - 0"

PROVIDE BOLLARD AT (E) DOOR

RELOCATE (E) EXHAUST AND MAU

REMOVE METAL BARS FROM WINDOWS, TYP

12

' - 7

"3

' - 8

"7

' - 2

"

8' -

0"

23

' - 5

"

1' - 7"

DN

OUTLINE OF HOOD ABOVE

DEMOLISH BAR AND BACK BAR. SALVAGE (E) EQUIPMENT.

REMOVE AND RELOCATE EXISTING HOOD VENT

REPAIR (E) WATER HEATER. DEMOLISH MOP SINK. RE: MECH

DEMOLISH (E) ELECTRIC PANEL

DEMOLISH RAISED FLOOR AND INTERIOR GLAZING AND FRAME. DEMOLISH SOFFIT AND LIGHTS ABOVE

DEMOLISH INTERIOR AND EXTERIOR FLOOR TILE. DEMOLISH GUARDRAIL

DEMOLISH RAISED FLOOR AND INTERIOR GLAZING AND FRAME. DEMOLISH SOFFIT AND LIGHTS ABOVE

REMOVE WALL BASE IN RESTROOMS, TYP

REMOVE TRACK LIGHTS ABOVE

DEMOLISH FURRING WALLS

DEMOLISH ABANDONED PIPE TO ROOF.

DEMOLISH WALL FURRING

DEMOLISH WALL FURRING

DEMOLISH (E) STORE FRONT WINDOWS AND FRAMES

DEMOLISH (E) STORE FRONT WINDOWS AND FRAMES

REMOVE (E) DOOR, FRAMES, SIDELIGHTS AND TRANSOMS

SALVAGE AND RELOCATE DOOR

REMOVE WINDOW SILLS AND METAL BARS, TYP.

DEMOLISH EXISTING CONC. CURB & MATERIAL FOR DRAINAGE MITIGATION.

DEMOLISH (E) LIGHT

DEMOLISH (E) LIGHT

A4.01

2

3

*BASEMENT DEMOLITION PLAN NOTES:DEMOLISH (E) GREASE TRAP AND CONCRETE PLINTH IN STORAGE ROOM 004

DEOMOLISH WOOD INFILL AT MASONRY OPENING

DEMOLITION NOTES

1. ALL REMOVAL OR RELOCATION OF EXISTING WATER, SEWER, GAS, ELECTRICAL AND OTHER UTILITY LINES SHALL BE COORDINATED WITH MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS/ ENGINEERS, AND WITH LOCAL UTILITY SERVICES.

2. EXECUTE ALL CUTTING, REMOVAL AND DEMOLITION BY METHODS THAT WILL PREVENT DAMAGE TO ADJACENT REMAINING CONSTRUCTION AND UTILITIES.

3. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCED OF EXECUTING ANY CUTTING, REMOVAL OR DEMOLITION WHICH AFFECTS THE STRUCTURAL COMPONENTS OF THE BUILDING.

4. REMOVE ALL EXISTING EQUIPMENT, FINISHES, MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT NOT INDICATED TO BE RE-USED.

5. COORDINATE BARRICADE AND SEQUENCE PLANS WITH OWNER REPRESENTATIVE.

6. PROTECT ALL FINISHES TO REMAIN FROM ANY DAMAGE OR WEATHER DURING DEMOLITION.

7. KEEP SIGHT FREE OF WASTE AND CONSTRUCTION DEBRIS THROUGHOUT DEMOLITION/ CONSTRUCTION.

8. ASBESTOS TESTING AND ABATEMENT BY OTHERS-COORDINATE WITH BUILDING OWNER AND TENANT.

DEMOLITION LEGEND

EXISTING TO REMAIN

PARTITION OR ITEM TO BE REMOVED


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PROJECT No:

A2.0

SITE PLAN &DEMOLITIONPLAN

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1/8" = 1'-0"A2.0

1 SITE & ROOF PLAN

NORTH

1/8" = 1'-0"A2.0

2 DEMO - FIRST FLOOR PLAN

NORTH

48

24

48

30

48

24

48

30

48

24

48

30

48

24

48

30

48

24

48

30

48

30

48

30

48

30

48

30

48

30

48

30UP

BASEMENT

001

bag in a box

STORAGE

004

GREASE TRAP, RE: MEP

locking storage

STEREO/ WI-FI EQUIPMENT

(E) WASTE LINE

EXISTING BLOCKED OFF WOOD STAIR

EMPLOYEE LOCKERS

32' - 2"

RELOCATED (E) WATER HEATER

UP

1 2 3 4

A

B

C

STORAGE

005

PAINT ALL SURFACES WITH KILZ PAINT AND PRIMER, TYP

3

A4.4

5

91' - 6"

6" CURB

SUMP PIT, RE: PLUMBING

URETHANE INSULATION CEILING ABOVE AT UNDERSIDE OF COOLER EXTENTS

FRESH AIR INTAKE FROM ABOVE

WALL/ PARTITION SCHEDULE

1

2

LOW HEIGHT PARTITION, STEEL OR WOOD STUDS AT 16" O.C. AS REQUIRED FOR VARYING WALL WIDTHS. ONE LAYER 5/8" GYP. BD ON EACH SIDE, 3/4" PLYWOOD AT TOP. RE: FLOOR PLANS & MILLWORK DRAWINGS FOR HEIGHTS, WIDTHS AND FINISHES.

PREFABRICATED COOLER WALL BY MANUFACTURER. G.C. TO COORDINATE CLOSURE PANELS, ADJACENT WALLS AND SEALANT AT FLOOR PERIMETER.

INTERIOR PARTITION FROM FLOOR TO EXISTING CEILING, 3 5/8" STEEL STUDS AT 16" O.C., ONE LAYER OF 5/8" ON EACH SIDE.

PARTIAL HEIGHT PARTITION WALL, STEEL OR WOOD STUDS AT 16" O.C. 1/2" PLWOOD W/ WHITE WASHED WOOD PLANK FINISH.

3

WALL/ PARTITION LEGEND

NEW FULL HEIGHT PARTITIONS

NEW PARTIAL HEIGHT PARTITIONS

NEW COOLER WALL

EXISTING FULL HEIGHT WALL

REFER TO DOOR SCHEDULE


FIRE EXTINGUISHER (TYPE IN PARENTHESIS)COORDINATE FINAL LOCATION WITH FIRE MARSHAL

XXX

XXX

(ABC)

F.E.C.

WALL/ PARTITION NOTES

1. ALL DIMENSIONS ARE TO FINISH FACE OF GYP. BD. AND DO NOT INCLUDE THE THICKNESS OF TILE, FRP, OR OTHER FINISH MATERIALS.

2. ALL DIMENSIONS OF BRICK WALLS ARE TO FACE OF MASONRY.

3. SUBSTITUTE GYP. BD W/ BOTTOM 12" OF CEMENT BOARD AND 1/2" PLYWOOD FOR REMAINING HEIGHT OF WALLS AT THE FOLLOWING ROOMS: (104, 110, 111)

4. SUBSTITUTE GYP. BD W/ BOTTOM 12" OF CEMENT BOARD AND 5/8" MOISTURE/MOLD RESISTANT GYP. BD FOR REMAINING HEIGHT OF WALLS AT ALL NEW RESTROOMS: (107)

5. CEMENT BOARD TO 4'-0" BEHIND DISHWASHER AND 1/2" PLYWOOD FOR REMAINING HEIGHT OF WALLS AT THE FOLLOWING ROOMS: (105).

6. SUBSTITUTE GYP. BD W/ BOTTOM 12" OF CEMENT BOARD AND 1/2" PLYWOOD FOR REMAINING HEIGHT OF WALLS. ADD LAYER OF 1/4" TILE BACKER BOARD TO PLYWOOD ABOVE COUNTER FOR TILE AT THE FOLLOWING ROOMS: (103)

7. CEMENT BOARD TO CEILING BEHIND HOODS. EXTEND MIN. 18" PAST HOODS ON EACH SIDE.

8. PROVIDE SOUND BATT INSULATION IN WALLS SURROUNDING RESTROOM, TYPICAL.

9. IF WALL CONSTRUCTION CREATES A CONCEALED SPACE, WALL SHEATHING MAY BE OMITTED FROM INSIDE THE CONCEALED AREA, UNLESS NOTED OTHERWISE.

ACCESSIBLE ACCESS CALCULATIONS

NOTES:THESE ARE ALL GENERAL WALL ASSEMBLIES NOTED ON THE PLAN. REFER TO "WALL/ PARTITION NOTES" FOR SPECIAL CONSIDERATIONS IN SPECIFIC ROOMS, OR AREAS OF THE PLAN.

GC HAS OPTION FOR USE OF WOODSTUDS WITH THE EXCEPTION OF WALL TYPE 3.

ALL TABLES TO CONFORM TO ANSI A117.1-2010SECTION 902.2 & 902.3

REQUIRED ACCESSIBLE SEATINGPER IBC 2015, SECTION 1108.2.9.1

DINING = 106 SEATS X 0.05 = 5 SEATSPATIO SEATING = 10 SEATS X 0.05 = 1 SEAT

4


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BASEMENTFLOOR PLAN

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1/4" = 1'-0"A2.1

1 BASEMENT FLOOR PLANNORTH

48

24

36

24

48

24

48

24

48

24

36

24

36

24

36

24

48

14

36

14

36

14

36

24

36

24

FD

FD FD

FD

FD

UP

DN

119' - 3"

8' -

10

"5

' - 4

3/4

"

8' -

8"

8' -

0"

8' -

8"

ALLE

Y

OUTLINE OF SKYLIGHT ABOVE

3' -

0"

COOLER

106

DISH

105

(E) RESTROOM

109

(E) RESTROOM

108

RESTROOM

107

DINING

102

WAIT

101

PICK UP

COOK

104

MOP SINK

8' -

10

1/4

"2

"

106 SEATS

BAR

103

W/WHOST

5

5' - 4"

8' -

11

"

1' - 10 3/4"

DRINK PICK-UP

ADJACENT PROPERTY

2"

12' - 0" 2' - 3 1/2"

+42" COUNTER AT HIGH CHAIR STORAGE

7' -

8 1

/4"

WALL ABOVE

2' -

4"

T.O. WALL - 9'-10 1/2"

SOFFIT ABOVE

2' - 6" 4' - 0"

NEW SILLS AT (E) WINDOWS, TYP.

NEW AWNING ABOVE

HOOD ABOVE

20' - 0"

8' -

5"

2' - 0"

SHELVES ABOVE

SHELVES ABOVE

PREP

2' -

0"

4' -

7 3

/4"

3' -

8"

1 2 3 4

A

B

C

MOP ROOM

110

1' -

9"

NEW WALL MOUNTED SIGN, UNDER SEPARATE PERMIT.

HOOD ABOVE

6' - 0" 6' - 0" 6' - 0" 6' - 0"

A2.2

2

3

A4.3

BEV

111

A6.0

1

2

A4.4

3

A4.4

25

' - 4

"

4' -

0"

4' - 11 1/2"

3/4" / 1'-0"

3/4

" / 1

'-0

"3

/4"

/ 1

'-0

"

1' - 11 1/2" 3' - 0"

1

A3.0

3

A4.3

RAMP UP

LANDING2' -

10

"2

' - 1

0"

8' - 7 3/4" 32' - 7" 64' - 10" 12' - 9"

5

1

3

REUSE (E) MECH ROOM DOOR AND HARDWARE

1

1

ELEC PANEL

TRENCH DRAIN, RE: MEP

2222

F.E.C.

ABC

3

A4.3

SIM

SIM

1

1

1

7 1

ADJACENT PROPERTY

4

4

101' - 6" 100' - 0"

100' - 0"

REPAIR AND CLEAN TRANSOM. PROVIDE FROST FILM AT INSIDE FACE OF (E) GLAZING

4

T.O. WD CAP - 4'-0"

NEW STAIR HAND RAIL TO MATCH

T.O. WD CAP - 4'-0"

2' - 0"

T.O. WD CAP - 4'-0"

4

4

A4.3

1' - 6"

2

A3.0

1' - 8"

8"

99' - 8"

V.I.F.99' - 10 1/2"

1

1

1

11

FS

20' - 7" 6' - 10" 12' - 0" 2' - 2 3/4" 7' - 0" 18' - 7" 17' - 3 3/4" 20' - 0 1/2" 2' - 10" 8' - 3" 1' - 5 1/4"

6 1/2" 14' - 0" 8 1/4" 8' - 2 3/4" 5' - 4 3/4"

1

FS

FS

FS

FS

104

101

ALIGN GYP WITH STAIR OPENING BELOW

T.O. WALL 10'-6"

3' - 2" 24' - 4 1/4" 3' - 0" 6' - 10 1/4"

A4.01

108 109

K

108 109107

1' - 0"

2' - 1"

3' -

8"

2' -

9"

2' -

3 1

/4"

5' -

10

"

4' -

0"

6' - 0"

TYP

6' - 0" 6' - 0"

2

3

INFILL OPENING WITH BRICK TO MATCH

105

1' -

3 1

/4"

1' - 4"

WALL/ PARTITION SCHEDULE

1

2

LOW HEIGHT PARTITION, STEEL OR WOOD STUDS AT 16" O.C. AS REQUIRED FOR VARYING WALL WIDTHS. ONE LAYER 5/8" GYP. BD ON EACH SIDE, 3/4" PLYWOOD AT TOP. RE: FLOOR PLANS & MILLWORK DRAWINGS FOR HEIGHTS, WIDTHS AND FINISHES.

PREFABRICATED COOLER WALL BY MANUFACTURER. G.C. TO COORDINATE CLOSURE PANELS, ADJACENT WALLS AND SEALANT AT FLOOR PERIMETER.

INTERIOR PARTITION FROM FLOOR TO EXISTING CEILING, 3 5/8" STEEL STUDS AT 16" O.C., ONE LAYER OF 5/8" ON EACH SIDE.

PARTIAL HEIGHT PARTITION WALL, STEEL OR WOOD STUDS AT 16" O.C. 1/2" PLWOOD W/ WHITE WASHED WOOD PLANK FINISH.

3

WALL/ PARTITION LEGEND

NEW FULL HEIGHT PARTITIONS

NEW PARTIAL HEIGHT PARTITIONS

NEW COOLER WALL

EXISTING FULL HEIGHT WALL



FIRE EXTINGUISHER (TYPE IN PARENTHESIS)COORDINATE FINAL LOCATION WITH FIRE MARSHAL

XXX

XXX

(ABC)

F.E.C.

WALL/ PARTITION NOTES

1. ALL DIMENSIONS ARE TO FINISH FACE OF GYP. BD. AND DO NOT INCLUDE THE THICKNESS OF TILE, FRP, OR OTHER FINISH MATERIALS.

2. ALL DIMENSIONS OF BRICK WALLS ARE TO FACE OF MASONRY.

3. SUBSTITUTE GYP. BD W/ BOTTOM 12" OF CEMENT BOARD AND 1/2" PLYWOOD FOR REMAINING HEIGHT OF WALLS AT THE FOLLOWING ROOMS: (104, 110, 111)

4. SUBSTITUTE GYP. BD W/ BOTTOM 12" OF CEMENT BOARD AND 5/8" MOISTURE/MOLD RESISTANT GYP. BD FOR REMAINING HEIGHT OF WALLS AT ALL NEW RESTROOMS: (107)

5. CEMENT BOARD TO 4'-0" BEHIND DISHWASHER AND 1/2" PLYWOOD FOR REMAINING HEIGHT OF WALLS AT THE FOLLOWING ROOMS: (105).

6. SUBSTITUTE GYP. BD W/ BOTTOM 12" OF CEMENT BOARD AND 1/2" PLYWOOD FOR REMAINING HEIGHT OF WALLS. ADD LAYER OF 1/4" TILE BACKER BOARD TO PLYWOOD ABOVE COUNTER FOR TILE AT THE FOLLOWING ROOMS: (103)

7. CEMENT BOARD TO CEILING BEHIND HOODS. EXTEND MIN. 18" PAST HOODS ON EACH SIDE.

8. PROVIDE SOUND BATT INSULATION IN WALLS SURROUNDING RESTROOM, TYPICAL.

9. IF WALL CONSTRUCTION CREATES A CONCEALED SPACE, WALL SHEATHING MAY BE OMITTED FROM INSIDE THE CONCEALED AREA, UNLESS NOTED OTHERWISE.


NOTES:THESE ARE ALL GENERAL WALL ASSEMBLIES NOTED ON THE PLAN. REFER TO "WALL/ PARTITION NOTES" FOR SPECIAL CONSIDERATIONS IN SPECIFIC ROOMS, OR AREAS OF THE PLAN.

GC HAS OPTION FOR USE OF WOODSTUDS WITH THE EXCEPTION OF WALL TYPE 3.




4

HOST WORK AREA

CONTINUE COUNTER @ 36" AFF BELOW 52" AFF COUNTER FOR OPEN STORAGE

HOST STORAGE OPEN CUBBIES BELOW

BAR

103

HOST

2

A4.3

1

A4.4

4" PVC SLEEVE FOR SODA LINES W/ CAP

LINE OF WALL BELOW

T.O. COUNTER

42" A.F.F.

T.O. COUNTER

T.O. COUNTER

2' - 6"

OPEN CUBBIES BELOW WITH ADJUSTABLE SHELVES

1' -

0"

1' -

4"

1' -

4"

2' -

2 1

/2"

7' -

6 1

/2"

2' -

1"

1' - 8"

S.S. GROMMET AT COUNTER OPENING. SLIM JIM MUST BE DIRECTLY BELOW IN CABINET

6"

8"

OPENING IN COUNTER TOP FOR KEG TAP. SEE EQUIPMENT PLAN AND SCHEDULE

6 3

/4"

2' -

6 3

/4"

3' -

4 1

/2"

CASH DRAWER

SHELF BELOW FOR POS TABLET CHARGING

100' - 0"

103' - 10"46" A.F.F.

36" A.F.F.

SHELVES ABOVE

FLIP-UP WORK SURFACE

1' - 6 1/2" 9 1/2" 2' - 0 1/2"

PURSE HOOK BELOW

2' - 1" 2' - 1" 2' - 1" 2' - 1" 2' - 0"

1' - 7 1/2" 5 1/2"

1' -

2"

1' - 3 3/4" 1' - 3 1/4"

7' - 10"

SS LEG W/ WD TAMPER COUNTER AT 33"


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A2.2

FIRST FLOORPLAN

10/09/2018

201825

TA

NG

ER

INE

379

MA

IN S

TR

EET

LO

NG

MO

NT, C

O

1/4" = 1'-0"A2.2

1 FIRST FLOOR PLANNORTH

1/2" = 1'-0"A2.2

2 ENLARGED BAR PLAN

ADJUSTABLE LEGS AT COUNTER AS REQUIRED

1 2 3 4

A

B

C

NEW CEILING GRILLRE: MECH

ERT TRACK LIGHT

ETR CEILING GRILL

SKYLIGHT ABOVE W/ PLYWOOD TRELLIS

EQ EQ

ETR ETR

ETR - TRACKREPLACE FIXTURES, TYP

110' - 0"

110' - 0"

109' - 6 1/2"

110' - 6"

110' - 6"

111' - 0"

EXHAUST HOOD

EQ

EQ

3' - 0" 3' - 6" 3' - 0" 2' - 6" 3' - 0" 2' - 6" 2' - 0" 2' - 6" 3' - 0" 3' - 6" 3' - 0" 2' - 6"

INSULATED COOLER CEILING AND LIGHT PER MFR.

Z1

OPEN TO (E) TIN CEILING ABOVE.

OPEN TO (E) TIN CEILING ABOVE.

OPEN TO (E) TIN CEILING ABOVE.PAINT PT-1 TYP

OPEN TO (E) TIN CEILING ABOVE.PAINT PT-1 TYP

J

PROVIDE POWER TO NEW SIGNAGE ABOVE

6' - 0" 6' - 0" 6' - 0"12' - 0" 12' - 0" 10' - 4 1/2"

EQ EQ EQ EQ

2' - 0"

108' - 4"

EQ EQ EQ EQ EQ 1' - 10 1/2"

EQ EQ EQ

H H H H H

PROVIDE POWER ABOVE COUNTER FOR HEAT LAMPS

UP

BULK HEAD, BRACE AS NECESSARY

EQ

EQGYP FRAMED SOFFIT

108' - 0"

ART MOUNTED TO HSS FRAMING ABOVE WOOD SOFFIT

FABRIC WRAPPED ACOUSTIC WALL PANELS

FABRIC WRAPPED ACOUSTIC WALL PANELS. RE: INT. ELEVATIONS AND FINISH SCHEDULE

L6L6 L6

L6

L3

LT-1

L6

L6

4' - 4"

6' -

4"

4' -

0"

EQ EQ

1' -

11

"3

' - 0

"

PROVIDE EXHAUST FAN. RE: MECH

L6L6L6L6

L7L7L7L7L7L7L6

L6

110' - 0"

110' - 0"

110' - 0"

2

A4.4

1

A4.4

5

L10L10L10

L10L9L9

L9

L11 L11 L11 PROVIDE NEW TRACK TO MATCH (E)

L1

L1

L1 L1 L1 L1 L1

L1L1L1L1L1

L1L1

L1

ETR - TRACKREPLACE FIXTURES, TYP

L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L2 L2 L2 L2

L2 L2 L2

L2

L2

L2

L2

L2

PROVIDE NEW TRACK TO MATCH (E)

L4.1 L4.2 L4.2L4.2

L4.1 L4.1 L4.1L4.1

L4.2L4.1L4.2L4.2

4

A4.3

4

A4.4

6

A4.4

CL-1

108' - 0"

L3L3L3L3L3

2' - 10"

3' -

2"

L2

L2L2

L1 L1

EXTEND (E) TRACK

EQ

EQ

(E) WD CLNG AT ENTRY, (E) TIN CEILING ABOVE

109' - 6"

113' - 10"

2' -

6"

2' -

0"

L5L5

L5

L5

L2 L2L2L2

P-1

P-2

P-1

P-1

P-1

P-1

P-1 P-1 P-1

WD-1

3' -

0"

4' -

3"

2' -

1"

3' -

0"

COOK

104

DISH

105

COOLER

106

MOP ROOM

110 RESTROOM

107

(E) RESTROOM

108

(E) RESTROOM

109

DINING

102

BAR

103

BEV

111

107' - 0"

PATCH EXISTING HOOD PENETRATION

REFLECTED CEILING NOTES

1. 'MFR' INDICATES NEW FIXTURE PROVIDED BY MANUFACTURER.

2. 'ETR' INDICATES EXISTING FIXTURE TO REMAIN.

3. NEW SIGNAGE UNDER SEPARATE PERMIT.

4. ALL DUCTWORK, ELECTRICAL & PLUMING LINES, AND EXPOSED CEILING STRUCTURE IS TO BE PAINTED .

5. ALL LIGHTING AND FIXTURE DIMENSIONS ARE TO CENTER LINE UNLESS NOTED OTHERWISE.

6. SEE ELECTRICAL FOR FIXTURE KEY AND LUMINAIRE SCHEDULE, TYP.

7. MOUNT ALL ELECTRICAL JUNCTION BOXES BETWEEN JOISTS - NOT BELOW.

8. COORDINATE LOCATIONS OF EXIT AND EMERGENCY LIGHTS WITH ELECTRICAL DRAWINGS.

9. REPLACE ANY DAMAGED CEILING TILES AND REPAIR CEILING GRID AS REQUIRED.

10. BASEMENT LIGHTING TO REMAIN AS IS. COORD W/ OWNER. UPGRADE EMERGENCY LIGHTING AS REQUIRED.

REFLECTED CEILING LEGEND

ACOUSTICAL CEILING TILEUSG ECLIPSE CLIMA PLUS

PAINTED TYPE 'X' GYP. BD. CEILING - HEIGHT AS INDICATED LIGHT FIXTURES

X

ACOUSTICAL CEILING/ WALL BOARD, GYP. BD. CEILING.OWENS CORNING - 2" 'SELECT SOUND' BLACK ACOUSTIC BOARD - MAT FACED

CL1

CL-3

RECLAIMED WHITE WASHED WOOD PLANK- 2X6 FRAMING -ACOUSTIC BATT INSULATION ABOVE

CL-2

TRACK FIXTURES

EXIT SIGN

SP SPEAKER

CAMERAC

RESTROOM EXHAUST FAN

X XX

EXISTING TIN CEILING TO REMAIN. PAINT P-1 U.N.O.

CL-4


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A2.4

FIRST FLOORREFLECTEDCEILING PLAN

10/09/2018

201825

TA

NG

ER

INE

379

MA

IN S

TR

EET

LO

NG

MO

NT, C

O

1/4" = 1'-0"A2.4

1 FIRST FLOOR RCPNORTH

48

24

36

24

48

24

48

24

48

24

36

24

36

24

36

24

48

14

36

14

36

14

36

24

36

24

FD

FD FD

FD

FINISH NOTES

1. INTERIOR WALL & CEILING FINISHES TO HAVE A FLAME SPREAD INDEX NOT GREATER THAN CLASS B AT ROOMS AND ENCLOSURES AND CLASS BE AT CORRIDORS PER IBC (2015) TABLE 803.11.

2. INTERIOR FLOOR FINISHES AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAN CLASS II PER IBC (2015) SECTION 804.4.2.

3. COOLER WALLS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE-DEVELOPMENT INDEX OF NOT MORE THAN 450 PER IBC (2015) SECTION 2603.3

4. G.C. TO COORDINATE FINAL LOCATIONS AND QUANTITIES OF MENU HOLDERS, JACK STANDS & TRAY HOLDERS WITH OWNER.

5. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL FINISHES OVERHEAD.

6. IN ALL KITCHEN AREAS W/ FRP. PROVIDE STAINLESS STEEL WALL CAPS ATA ALL WING WALLS LESS THAN 6" WIDE ADN CORDER GUARDS AT ALL EXTERIOR CORNERS FROM TOP OF COVE TO B.O. CEILING GRID.

FINISH WALL LEGEND

WALLS WITH FRP UP TO UNDERSIDE OF CEILING. USE WF-1 UNLESS OTHERWISE NOTED

WALLS WITH STAINLESS STEEL PANELING UP TO UNDERSIDE OF CEILING.

WALLS WITH DECORATIVE TILE, HEIGHT AS INDICATED ON ELEVATION.

TILE WAINSCOT

WALLS WITH WHITE WASHED WOOD HORIZONTALLY ATTACHED WITH 1/3 OFFSET.

FULL HEIGHT STAINLESS STEEL "L" CORNER GUARD.

FULL HEIGHT STAINLESS STEEL "U" CORNER GUARD.

SEATING SUMMARY

(4) S1

(1) S1

(2) S1

(2) S3.1

(2) S3.2

(2) S3.3

(2) XS1

SEATING LEGEND

TB5

TB1

TB4

TB2

TB3

TB6

XT1

XT2

36" X 36" FREESTANDING DINING TABLE

24" X 28" FREESTANDING DINING TABLE

42" ROUND FREESTANDING DINING TABLE

30" X 70" FREESTANDING BOOTH TABLE



24" X 28" EXTERIOR FREESTANDING TABLE

24" X 48" EXTERIOR FREESTANDING TABLE

TABLE DESCRIPTION QUANTITY SEAT

4

14

1

4

5

4

2

1

TABLES SEATS

18914

36365

24

TYPE

DINING

2 - Tops4 - Tops5 - Tops6 - Tops

32Total 101

NOTES:

1. REFER TO A3.0 FOR TABLE, CHAIR AND BASE SPECIFICATIONS.2. VERIFY QUANTITY LISTED WITH TABLES SHOWN IN PLAN BEFORE ORDERING.3. FURNITURE VENDOR TO PROVIDE TWO PURSE HOOKS PER INTERIOR TABLE TO BE INSTALLED BY GC.

BAR

5Stools

Total 5

TOTAL INDOOR SEATING 106

3 64

OUTDOOR SEATING

2 - TOPSSTOOLS

Total 103

TOTAL SEATING 11635





TABLE DESCRIPTION QUANTITY

S1

S3.1

S3.2

S3.3

S2

STRAUSS DINING CHAIRS

BOOTH BANQUET - 70"W X 24.5"D



DUO ALUMINUM BARSTOOL

38

8

10

8

9

1 2 3 4

A

B

C

UP

DN

ALLE

Y

COOLER

106

DISH

105

(E) RESTROOM

109

(E) RESTROOM

108

RESTROOM

107

DINING

102

WAIT

101

PICK UP

COOK

104

109 SEATS

BAR

103

W/W

TB5

ADJACENT TENANT

SOFFIT ABOVE

eliason door

WALL FURING FOR TILE BACKING

shelves above

PREP

MOP ROOM

110

NEW WALL MOUNTED SIGN

BEV

111

TB5 TB5 TB5

TB1TB4

T-2T-2

TB6TB6TB6TB6

XT7XT7

XT8

S1

S1

S3.1 S3.1 S3.1

S2

XS1

XS1

FF-3

5

A6.0

1

(E) HARDWOOD FLOOR, PATCH AND REPAIR AS NECESSARY

(E) HARDWOOD FLOOR. INFILL, PATCH AND REPAIR AS NECESSARY.

(E) HARDWOOD FLOOR. INFILL, PATCH AND REPAIR AS NECESSARY.

FF-1

FF-4

FF-1

FF-4

FF-5 FF-5 FF-5

FF-1

FF-4 FF-4

FF-2 FF-2

WD-3WD-3

PL-1

PL-2

PL-1

PL-2

FF-4

FF-4 FF-1

FF-4

NEW BASE (WB-1) AT CORRIDOR, TYP

2' - 6"ABOVE

NEW BASE (WB-1) WOOD FLOOR IN BOOTH AREAS AND EXPOSED BRICK, TYP

TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1 TB1

S1

S1

S1S1 S1 S1

S1S1S1 S1

S1

S1 S1

S1 S1 S1

S1S1

S1 S1 S1 S1 S1 S1 S1 S1 S1 S1

S3.1 S3.1 S3.1 S3.1 S3.1

S3.2 S3.2 S3.2 S3.2 S3.2 S3.2 S3.2 S3.2 S3.2 S3.2

S3.3 S3.3 S3.3 S3.3 S3.3 S3.3 S3.3 S3.3

S3.5

S3.6S3.6

S3.6

S1 S1

S2 S2 S2 S2

XS1

XS1

XS1 XS1

XS1XS1

TB1

TB1

TB2 TB2 TB2 TB2

TB3 TB3 TB3 TB3 TB3

M1

1' - 4"

PER MANUF

XA1

LINE OF (E) TILE

LINE OF (E) PLATFORM

LINE OF (E) PLATFORM


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A2.5

FIRST FLOORFINISH ANDFURNITUREPLAN

10/09/2018

201825

TA

NG

ER

INE

379

MA

IN S

TR

EET

LO

NG

MO

NT, C

O

1/4" = 1'-0"A2.5

1 FIRST FLOOR FINISH & FURNITURE PLANNORTH

48

24

36

24

48

24

48

24

48

24

36

24

36

24

36

24

48

14

36

14

36

14

36

24

36

24

FD

FD FD

FD

1 2 3 4

A

B

C

DN

COOLER

106

DISH

105

(E) RESTROOM

109

(E) RESTROOM

108

RESTROOM

107

DINING

102

WAIT

101

PICK UP

COOK

104

MOP SINK

BAR

103

W/WHOST

5

DRINK PICK-UP

WASTE CHUTE POS

ss counter w/ metro below

shelves above

PREP1

1

3 6

2

4

9 10

11

7

5

7

7

7

7

77

8

8 8 8

12

14ABOVE

13

15 16 17 18 1920 21

10

23

22

2325

26

10

35

29

32

31

33

34

1027

12

BELOW

28

48

25

24

10

35

IN CAB BELOW

36

44

38 39

40

46 41

37

42241043

BEV

111

MOP ROOM

110

10

BELOW

(E) (E) (E)

(E)(E)

(E)

(E)

(E)

(E)

(E)

5

45

49

A4.01

2

3


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A2.6

EQUIPMENTPLAN &SCHEDULE

10/09/2018

201825

TA

NG

ER

INE

379

MA

IN S

TR

EET

LO

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NT, C

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1/4" = 1'-0"A2.6

1 EQUIPMENT PLAN FIRST FLOOR

EQUIPMENT SCHEDULENUMB

ER QTY ITEM MANUFACTURER MODEL # SIZENEW/

EXISTING TRADEFLOOR

MTDCOUNTER/TABLE MTD COMMENTS

1 1 WAREWASHER, LOW TEMP AUTO-CHLOR A5 WATER SAVER NEW ELEC/ PLUMBING Yes SINGLE RACK, CORNER, LOW ENERGY DISH MACHINE

2 1 DISH TABLE ADVANCED TABCO - CUSTOM SHAPE, WASTE CHUTE CUTOUT

3 1 DISHTABLE SORTING SHELVES ADVANCED TABCO -

4 1 DISHTABLE TABLE TOP SHELVES ADVANCED TABCO DTA-SS-42 - Yes

5 1 SHELVING, WIRE METRO #1448-56NK3 14" X 48" X 74" NEW - Yes No

6 1 SHELVING, WIRE METRO #1436-56NK3 14" X 36" X 74" NEW - Yes

7 7 SHELVING, WIRE METRO #2436-56NK3 24" X 36" X 74" NEW - Yes

8 11 SHELVING, WIRE METRO #2448-56NK3 24" X 48" X 74" (12) 30" X 48" X 74" NEW - Yes

9 1 EXISTING PREP SINK BK RESOURCES BSK-1-18-12-18LS 38-1/2"W x 23-13/16"D x 43-3/4"H, EXISTING PLUMBING Yes

10 8 TRASH CONTAINER - SLIM JIM RUBBERMAID FG354060BLA 22" X 11" X 30" NEW - Yes

11 1 HANDSINK WITH SPLASH BARRIER ADVANCED TABCO DI-5SP-1X 10" X 14" X 5" D EXISTING PLUMBING Yes WALL MOUNTED

12 2 SS WORK TABLE ADVANCED TABCO KMS-366 36" X 72" X 35.5" NEW - Yes

13 1 SS WORK TABLE ADVANCED TABCO KMS-304 30" X 48" 35.5" NEW - Yes

14 1 SS WALL SHELVES ADVANCED TABCO WS-12-120 120" X 12" NEW -

15 1 ELECTRIC CONVECTION OVEN TURBOFAN E32D5 / SK33 28" X 31" X 63" W/ STAND NEW ELEC Yes CONVECTION OVEN ON SS STAND

16 1 GAS RESTAURANT RANGE ROYAL RANGE OF CALIFORNIA RR-6 36" X 32" X 56 1/2" NEW GAS/PLUMBING Yes

17 1 GAS RESTAURANT RANGE ROYAL RANGE OF CALIFORNIA RR-4 24" X 32" X 56 1/2" NEW GAS/PLUMBING Yes

18 1 DEEP FAT FRYER PITCO VF35 15 5/8" X 32" X 46 1/8" NEW GAS/PLUMBING Yes

19 1 STEAKHOUSE CHARBROILER IMPERIAL IAB(C)(R)(S)-30 30" X 28.5" X 18" NEW GAS/PLUMBING Yes

20 1 THERMOSTATIC GRIDDLE ROYAL RANGE OF CALIFORNIA RTG-36 36" X 32" NEW GAS/PLUMBING Yes

21 1 THERMOSTATIC GRIDDLE ROYAL RANGE OF CALIFORNIA RTG-60 60" X 32" NEW GAS/PLUMBING Yes

22 1 TOASTER BELLECO JT1 21" X 19" X 16" NEW ELEC Yes

23 2 MEGA TOP UNIT TURBO AIR MST-48-18-N 48 1/4" X 37" X 39" EXISTING ELEC Yes

24 2 HANDSINK WITH SPLASH BARRIER ADVANCED TABCO 7-PS-23-EC-SP 12" X 16" X 12 3/4" EXISTING PLUMBING

25 2 ELECTRIC COUNTERTOP FOOD WARMER AVANTCO W50 22 1/2" X 14.5" X 9" NEW ELEC Yes

26 1 MEGA TOP UNIT TURBO AIR TST-48SD-18-N-SL NEW ELEC Yes

27 1 SS WORK TABLE FOR MIXER CUSTOM N/A 18" X 24" EXISTING - Yes

28 1 MIXER PLANETARY MIXERS M20 ETL 17" X 19" X 31" EXISTING ELEC Yes

29 1 WATER FILL STATION ADVANCED TABCO DI-1-9 12" X 14" 9.25" + 3" SINK BOWL NEW PLUMBING Yes

30 26 SHELVING, WIRE METRO #3048-56NK3 30" X 48" X 74" No

31 1 DRIP COFFEE MAKER XTS EXTRACTOR TOUCHSCREEN CBS-2132XTX 18 3/4" X 20 3/8" X 25 1/4" NEW ELEC/ PLUMBING Yes

32 1 UNDERCOUNTER REFRIGERATOR TURBO AIR MUR-48-N 48 1/4" X 30 X 30 5/8" NEW ELEC Yes

33 1 COFFEE GRINDER BUNN 22102 7" X 15.9" X 36.1" (CLR) EXISTING ELEC Yes

34 1 HOT WATER BUNN HW2 7.1" X 14.3" X 24" NEW ELEC/ PLUMBING Yes

35 2 HANDSINK IN COUNTER ADVANCED TABCO DI-1-30 16" X 15" X 7" NEW PLUMBING Yes

36 1 SLICER HOBART THE EDGE 13 SLICER 26.32" X 23.14" X 21.8" EXISTING ELEC Yes

37 1 ICE BIN 35" X 19.5" X 34" EXISTING PLUMBING Yes

38 2 COFFEE GRINDER MAZZER MAJOR 8.25" X 18"X 25" NEW ELEC Yes

39 1 COFFEE GRINDER MAZZER MINI 6.75" X 13.5"X 18.5" NEW ELEC Yes

40 1 ESPRESSO MACHINE MVP HYDRA 3 GROUP 41" X 24" X 21" NEW ELEC/ PLUMBING Yes FILTER AND PUMPS IN LOWER CABINET

41 1 NITRO COLD BREW KEGERATOR BEVERAGE-AIR BM23HC 24" X 30 1/8" X 39 3/8" NEW ELEC (2) 12" DRAIN BOARDS

42 1 3 COMP UNDERBAR SINK ADVANCED TABCO CRB-53C 59' X 18.5" X 34" EXISTING PLUMBING Yes

43 1 SODA GUN BY OTHERS N/A N/A NEW BY OTHERS SODA GUN, SODA LINES AND BAG IN A BOX PROVIDED BY SODA VENDER

44 1 CUBE ICE MACHINE PRODIGY PLUS C0530 30" X 24" X 23" NEW ELEC/ PLUMBING MEDIUM CUBE

45 1 ICE BIN PRODIGY PLUS B530P 30" X 34" X 44" NEW - Yes

46 1 BAR BACK COOLER TURBO AIR TBB-4SB-N 90 3/8" X 27 1/4" X 37 1/8" NEW ELEC/ PLUMBING Yes 2" CASTERS FOR UNDERBAR SERIES (P0165B0110 - W/ BRAKE)

47 1 REACH-IN FREEZER TURBO AIR M3F47-2-N 51 3/4" X 30 3/4" X 78" NEW ELEC Yes SEE BASEMENT PLAN

48 1 DISH RACK

49 1 BAFFLE CAPTIVE AIR CFS1620-U 16" X 20" NEW

DOUBLE SHELF WITH WARMING LAMPS

3/8" DECORATIVE STEEL SCREEN

1 1/2" VERTICAL STEEL TUBES

WELD AND GRIND SMOOTH STEEL PLATE TO SIDES OF ANGLE FRAME

GRANITE COUNTERTOP

STEEL LEG AT OPEN CORNER AT NORTH END OF COUNTER

2' -

6"

2"

1' - 8"

1/4" BENT STEEL PLATE

1 1

/2"

TAP BOLT WITH EXPANSION BOLT ANCHORS

NOTE: OMIT DECORATIVE STEEL SCREEN RETURN, EXTRA LEG, BENT PLATE AND GRANITE COUNTERTOP AT NORTHERN PATIO. RE: PLAN

PAINT BRICK COLOR P-1

SIGN UNDER SEPARATE PERMIT

CUSTOM ART BY OWNER

PAINT COLOR P-1

PAINT COLOR P-2

PAINT COLOR P-11

PAINT DOOR COLOR P-10

PAINT COLOR P-7

PAINT COLOR P-8

PAINT COLOR P-2

PAINT COLOR P-7

PAINT COLOR P-7

PATIO BENCH, RE: DETAIL /2 A3.0

PAINT EXISTING DOOR COLOR P-10

PAINT EXISTING METERS AND BOLLARDS COLOR P-4

PAINT TRIM AND GUTTER/ DOWNSPOUT COLOR P-7. TYP.

PAINT BRICK P-1

EXTERIOR LIGHT FIXTURE Z1

REPLACE WINDOW SILLS

SIGN UNDER SEPARATE PERMIT

PAINT METER P-8

PAINT WINDOWS COLOR P-7 TYPPAINT 8'-0" OF SIDE ELEVATION, FULL HEIGHT, COLOR P-1

CUSTOM ART BY OWNER

PROVIDE BOLLARD AT EXISTING DOOR, ALIGN WITH ADJACENT (E) BOLLARDS, PAINT COLOR P-4

FROST WINDOWS, TYP

1x4 IPE WOOD SEAT - PROVIDE 1/4" BETWEEN SLATS

1' - 8"

1 1/2" SQ. STEEL TUBE AT 4'-0" O.C.

1 1/2" CONTINUOUS ANGLE -PROVIDE WOOD SHIM AS REQ'D TO MOUNT 1X4 FLUSH WITH TOP OF ANGLE

TACK WELD STEEL ANGLE TO EXISTING VERTICAL POST, TYP.

3/8" DECORATIVE STEEL SCREEN

2' -

8"

1' -

2"

1x4 IPE WOOD SEAT - PROVIDE 1/4" BETWEEN SLATS

1 1/2" SQ. STEEL TUBE AT 4'-0" O.C.

1 1/2" CONTINUOUS ANGLE -PROVIDE WOOD SHIM AS REQ'D TO MOUNT 1X4 FLUSH WITH TOP OF ANGLE

TACK WELD STEEL ANGLE TO EXISTING VERTICAL POST BEYOND, TYP.


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A3.0

EXTERIORELEVATIONS

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1 1/2" = 1'-0"A3.0

1 EXTERIOR DRINK RAIL DETAIL

1/4" = 1'-0"

FRONT ELEVATION IMAGE1/4" = 1'-0"

ELEVATION PERSPECTIVE -ALLEY

1 1/2" = 1'-0"A3.0

2 PATIO BENCH DETAIL

NOT TO SCALE

3

A3.0NOT TO SCALE

4

A3.0

FINISH SPECIFICATIONS

CEILINGS:

ACOUSTIC TILE CEILING CL-1 TYPE: VINYL CLAD, 2x2 GYP. BD. TILES

COLOR: STANDARD 'WHITE'

GRID: 15/16" 'WHITE', TO MATCH PANEL (ALUM)

NOTE: LATERALLY BRACE FOR SEISMIC ACTION

ACOUSTICAL BOARD CL-2 TYPE: OWENS CORNING - 2"

COLOR: 'SELECT SOUND' BLACK ACOUSTIC BOARD - MAT FACED

GRID:

NOTE: LATERALLY BRACE FOR SEISMIC ACTION

BASE:

WOOD BASE WB-1 MFR: PROVIDED BY GC

(WOOD ACCENT WALLS)

PRODUCT: 1x6 S4S POPLAR

FINISH: PAINTED TO MATCH WALL

METAL BASE WB-2 MFR: METAL FABRICATOR

PRODUCT: 6"-18ga GALVANIZED COVE BASE W/ COVE

FINISH: GALVANIZED

TILE BASE WB-3 MFR: TO MATCH WALL TILE

(RETAIL AREA U.N.O.) PRODUCT: 6" WALL COVE TILE

FLOOR:

HARDWOOD FF-1 MFR: TO MATCH EXISTING

DESCRIP. EXISTING HARDWOOD FLOOR TO BE SANDED AND RECEIVE NEW FINISH

PATCH AND REPAIR AS NECESSARY

TILE FF-2 MFR: BASE STUDIO URBAN

DESCRIP. INTERIOR AND EXTERIOR TILE GRAY 2" HEX CERAMIC TECHNICSGROUT DARK GRAY

RUBBER TILE FF-3 MFR: ROPPE

DESCRIP. 996 RAISED CIRCULAR VANTAGE DESIGNBLACK

PVC FLOORING FF-4 MFR: PROTECT-ALL

DESCRIP. DARK GRAYwww.protect-allflooring.com

STYLE: 3X6(FRONT OF COUNTER)

COLOR: GLOSS WHITE & GLOSS ALMOND

GROUT: MAPEI - 09, 1/8" GROUT

MILLWORK:

MFR.: MILLWORK FABRICATORWD-1WOODMILLWORK TO PROVIDE SHOP DWGS FOR APPROVAL PRIOR TO FABPRODUCT: WHITE WASHED WOOD PLANKS

OFFSET 1/3 HORIZ. AT WALL LOCATIONS

MFR.: MILLWORK FABRICATORWD-2

PRODUCT: 3/4" BIRCH PLYWOOD

FINISH: CLEAR COAT

SPECIALTIES:

MFR.: SCHLUTER SYSTEMS (800) 472-4588TRANSITION STRIP

FINISH: BLACK

WALLS: QUADEC-K AT MILLWORK CORNERDILEX AHK AT TILE BASE AT RESTROOMS TYPSLOPE FLOOR TRANSITION STRIP AT ENTRY TILE

NOTES:

1. PROVIDE MANUFACTURER GROUT COLOR CHART/SAMPLES FOR BOTH EPOXY AND OTHER GROUT TO ARCHITECT.

2. REFERENCE SPECIFICATION FOR FURTHER TILE SETTING METHODS

3. USE OPAQUE PAINTABLE SEALANT BETWEEN ALL DISSIMILAR MATERIALS WHERE ONE OR BOTH OF THE MATERIALS ARE PAINTABLE. PAINT SEALANT TO MATCH PAINTED SURFACE. AVOID THE USE OF CLEAR SEALANTS EXCEPT AT THE FOLLOWING GENERAL LOCATIONS;

- STAINLESS STEEL TO ANY OTHER SURFACE THAN PAINTED DRYWALL

- MILLWORK TO MILLWORK

- STOREFRONT TO ANY OTHER SURFACE THAN PAINTED DRYWALL

- AS SPECIFICALLY NOTED ON THE PLANS

4. ALL PAINT FINISHES SEMI-GLOSS UNLESS NOTED OTHERWISE

WALLS:

PAINTED GYP. BD.AND EXTERIOR

MFR: BENJAMIN MOORE - (OR EQUAL)

P-1 COLOR: CLASSIC GRAY OC-23

COLOR: MANGO PUNCH 154P-2

COLOR: PISMO DUNES AC-32P-3

COLOR: GYPSY PINK 2077-20P-4

COLOR: SOFT SPRUCE 671P-5

PAINTED EXTERIOR MFR: MATTHEWS PAINT

COLOR: GUN METAL 1602P-7

COLOR: MARINA GRAY 1599P-8

COLOR: PLASTIC PUMPKIN MP00853P-10

COLOR: TOPEKA TAUPE 1463P-9

COLOR: WARM RED U MP09250P-11

COLOR: CABOT TRAIL 998P-6

MFR.: MARLITEWF-1F.R.P PANELS

PRODUCT: STANDARD FRP, WHITE, PEBBLED SURFACE(DISH AREA)

MFR.: MARLITEWF-2F.R.P PANELS

PRODUCT: STANDARD FRP, BLACK, PEBBLED SURFACE(EQUIP WALL IN FRONT OF HOUSE)

MFR.: RITTENHOUSE / DALTILEWF-3TILE

STYLE: STILE 2, SPICES 3X6

COLOR: SWEET BASIL

GROUT:

MFR.: CROSSVILLEWF-4

STYLE: EWALL, DESIGN, GEOMETRIES, MINI BRICK

COLOR: PETROLEUM GREEN

GROUT:

MFR.: ATLAS CONCORDEWF-5

MAPEI - 14, BISCUIT

MAPEI - 09, 1/8" GROUT

MFR.: MILLWORK FABRICATORWD-3

PRODUCT: LACQUERED WOOD COUNTERTOP

LVT FF-5 MFR: TANDUS

DESCRIP. VENUE WOOD #UVP, URBAN OAK, 4 X 36

MFR.: FORMICAPL-1LAMINATE

PRODUCT: BUTCHER BLOCK MAPLE - 204-58

MFR.: WILSONARTPL-2

PRODUCT: ASIAN NIGHT 7949

(TABLE TOPS, CASEWORK, BACKBAR SHELVING HOST COUNTER)

(BACK BAR)

MFR.:EXTERIOR GRANITE COUNTER TOP

FINISH:

MFR.:STAINLESS STEEL COUNTER TOP

FINISH:

TYPE A TYPE B TYPE C

ELIASON DOOR STOREFRONT DOOR

(E) SINGLE FLUSH PANEL

DOOR

DOOR AND WINDOW NOTES:1. All hardware referenced is to be Schlage or approved

equal unless noted otherwise.2. Unless noted otherwise, all doors with head height 8'-0"

and below to have 1-1/2 pair hinges - w/ matching 626 finish.

3. G.C. to furnish lock sets, levers, strike plates, bumpers and all other items to provide a complete and functioning hardware package all of matching 626 finish. Refer to Owner representative for keying requirements.

4. Package is subject to additional electronic / security devices - G.C. to coordinate.

5. Provide stops as required.6. Provide weather-stripping at all exterior doors.7. All storefront doors to have clear anodized finish to match

existing unless noted otherwise.8. Provide safety glazing as required by code.9. Refer to Interior Elevations and Millwork drawings for wood

and stain types on doors unless noted otherwise.10. Provide offset hardware to accommodate panic devices,

and at re-used doors where panic hardware is indicated.11. Provide "door to remain unlocked during business hour

sign @ all exist without panic.12. All new entrance doors >50% glass area have to meet Max

U-0.73 and SHGC Max 0.38 per Table C402.3 requirements for vertical fenestration.

13. Walk-in Cooler and Freezers: Automatic Door closer shall be provided that fully close walk-in doors that have been closed to within 1 inch of full closure. Dorrways shall be provided with trip doors, curtain, spring-hinged doors or other method of minimizing infiltration when doors are open.

FINISH FLOOR

RE

: S

CH

ED

RE: SCHED

RE

: S

CH

ED

RE: SCHED

V.I

.F.

RE

: S

CH

ED

V.I.F.

RE: SCHED

TYPE D

DOUBLE ELIASON DOOR

RE

: S

CH

ED

RE: SCHED

5' - 4"

7' -

0"

V.I.F.

EXISTING OPENING

V.I.F.

EXISTING OPENING

V.I.F.

EX

IST

ING

OP

EN

ING

V.I

.F.

EXISTING TRANSOM WINDOWS TO REMAIN

EXISTING OPENING

V.I.F.

EX

IST

ING

OP

EN

ING

V.I

.F.

EXISTING OPENING

V.I.F.

EX

IST

ING

OP

EN

ING

V.I

.F.


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A4.0

SCHEDULES

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DOOR SCHEDULEMARK DOOR SIZE (WxH) THICKNESS DOOR TYPE MATERIAL FINISH GLASS FRAME HARDWARE GROUP REMARKS

101 3'-0" X 7'-0" B ALUM ANODIZED ALUM.STOREFRONT

A STOREFRONT DOOR

104 2'-6" X 7'-0" 1" A COMPOSITE WOOD SS MFR MFR ELIASON DOOR- SCG-3 SS TRAFFIC DOOR

105 3'-6" X 7'-0" 1" D COMPOSITE WOOD SS MFR MFR DOUBLE ELIASON DOOR- SS TRAFFIC DOOR

106 3'-0" X 8'-0" MFR - ALUM ALUM ALUM PER MFR WALK-IN FREEZER DOOR - REFER TO NOTE 13

107 3'-0" X 7'-0" - C WOOD PAINT - (E) HM B EXISTING DOOR



DOOR HARDWARE SCHEDULEGROUP CLOSER HANDLE FUNCTION ACCESSORIES COMMENTS

A CONCEALED CUSTOM BRANDED PULL ENTRANCE - PROVIDE SIGN INDICATING DOOR TO REMAIN OPEN DURING BUSINESS HOURS

B YES SCHLAGE B571626 PRIVACY PULL HANDLE, PUSH PLATE, KICK PLATE OCCUPANCY INDICATOR DEADBOLT, TO REPLACE EXISTING LEVER HANDLE AND LOCK, MOUNTACCESSORIES ABOVE

REPLACE EXISTING STOREFRONT WINDOWS AND FRAME WITH NEW ALUMINUM STOREFRONT, TYP.


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A4.1

FURNITURESCHEDULE

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WD-1

WB-1 PAINT COLOR P-9

ART BY OWNER

WD-2

P-1

CUSTOM ART BY OWNER

RAW STEEL THREDED ROD. RE: DETAIL /2 A4.4

WD-1 WITH WOOD WALL CAP - P-9

4' W MIRROR P-2

P-3

WF-5

P-4

4'WX 8"H TEMPERED GLASS PARTITION INSET IN 1/2" CHANNEL - BUTT JOINT WITH SILICONE FILL, RE: SIGNAGE PACKAGE FOR ARTWORK

MERCHANDISE DESPLAY BY OWNER

ART BY OWNER4" METAL TABLE RAIL. PAINT TO MATCH P-9

P-1

P-1P-1

WD-1

WB-1 PAINT COLOR P-9, TYP. WB-1 PAINT COLOR P-9, TYP. WB-1 PAINT COLOR P-9, TYP.

PAINT COLOR P-3

PAINT COLOR P-3

WD-1

PAINT DOOR COLOR P-10

WB-1 PAINT COLOR P-9, TYP.

PAINT COLOR P-2

WF-3

PAINT COLOR P-1

PAINT COLOR P-9

PAINT COLOR P-5


SEE SIGNAGE PACKAGE FOR DETAILS

VINYL APPLIED GRAPHICS APPLIED TO BRICK. SEE SIGNAGE PACKAGE FOR DETAILS FABRIC WRAPPED

ACOUSTIC WALL PANELSP-4

P-1

P-3

P-3

TRELLIS ABOVE WD-2

P-9

SEE SIGNAGE PACKAGE FOR DETAILS

WF-3


WALK-IN COOLER DOOR BY MANUF. PAINT P-9


P-5

P-1, TYP WALL AND CEILING

WB-1 PAINT COLOR P-9, TYP. WB-1 PAINT COLOR P-9, TYP. WB-1 PAINT COLOR P-9, TYP.

PAINT COLOR P-3

PAINT COLOR P-4

PAINT COLOR P-9

WD-1

TRELLIS ABOVE WD-2

PAINT (E) DOOR AND TRIM BEYOND COLOR P-10


VINYL ART BY OWNER

WF-3

WD-3

P-2

SEE SIGNAGE PACKAGE


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A4.2

INTERIORELEVATIONS

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1/2" = 1'-0"

INTERIOR ELEVATION - NORTH

1/4" = 1'-0"

INTERIOR ELEVATION - EAST

1/2" = 1'-0"

INTERIOR ELEVATION - SOUTH

1/4" = 1'-0"

INTERIOR ELEVATION - WEST

NOT TO SCALE

5

A4.1

NOT TO SCALE

2

A4.1NOT TO SCALE

3

A4.1

NOT TO SCALE

1A4.1

1/4" = 1'-0"

INTERIOR ELEVATION - BARNOT TO SCALE

4

A4.1

SEALANT

BASE TRIM

5/8" PAINTED GYP. BD. SHEATHING

2X4 WALL FRAMING

3/4" PAINTED MDF CAP

1/2"D X 1/2" W ROUTED CHANNEL FOR TEMPERED GLASS SEAT

BUTT JOIN 1/2" TEMPERED GLASS SCREEN WHERE INDICATED, RE: SIGNAGE PACKAGE FOR ARTWORK

BOOTH1" S.S. CORNER GUARD W/ FLAT PROFILE AT ALL OUTSIDE CORNERS. (NOT SHOWN)

3' -

8"

8"

4' -

4"

3/4" BUILT-IN STORAGE SHELVES - PROVIDE ADJUSTABLE SHELVES W/ 2" INCREMENTS

BAR SECTION. RE: SHEET /1 A4.4

HOST WORK AREA BEYOND

4"

HINGE FOR DROP DOWN SECTION OF COUNTER

MILLWORK END PANEL

HOST WORK AREA

6' - 2 1/4"

1' - 6"

100' - 0"

FIRST FLOOR PLAN

SCHLUTER AT TILE BASE

WALL TILE FINISH

1/2" DURA ROCK TO 12" A.F.F.

1/2" PLYWOOD SHEATHING

FRP WAL FINISH

TILE CEMENT BACKER BOARD

14 GA. METAL STUDS AT 16" O.C.

CORIAN DRINK RAIL

(2) LAYERS 3/4" MARINE GRADE PLYWOOD

1X6 WOOD BAR FACE -EASED EDGES TOP & BOTTOM

BALTIMORE HARDWARE #579 SATIN NICKEL COAT HOOKS @ +/- 48" INTALL SIDEWAYS

103' - 6"

T.O. BAR

4"

2 1

/2"

2' - 4"

(E) WOOD FLOOR

RUBBERIZED PVC AT BAR FLOOR

1" HSS SUPPORT POST ATTACHED TO (E) FLOOR STRUCTURE

4 1/2"

7"

ALTERNATING USB/OUTLET PLUGMOLD ON 2X 45 DEG TRIM

T.O. PASS THU SHELF

105' - 0"

T.O. SHELF

STAINLESS STEEL JAMB BEYOND

STAINLESS STEEL SHELF

STAINLESS STEEL 1/2" ROUND LEGS

FRP OVER 1/2" PLYWOOD SHEATHING BOTH SIDES ON 2X6 WD. STUDS

COOKPICK UP

1' - 6"

104' - 2"

5' 10"

2' 4"

4' 0"


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A4.3

BOOTH &MILLWORKDETAILS

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3/4" = 1'-0"A4.3

3 LOW WALL AT BOOTH

3/4" = 1'-0"A4.3

2 HOST CUBBIES SECTION

4

A4.3 1 1/2" = 1'-0"A4.3

1 DETAIL - BAR

1" = 1'-0"A4.3

4 PASS THROUGH DETAIL

1/8" = 1'-0"

BOOTH DETAILNOT TO SCALE

TILE WALL FINISH

1 1/5"T X 16 1/2" D WOOD SHELVING

1/2" THREADED RODS AT 48" O.C. OR AS REQ. SUSPENDED FROM CEILING, ADD BLOCKING AS REQ.

LAMINATE COUNTERTOP (PL2) W/ SOLID HARDWOOD EDGE

FRP WALL FINISH

4" GALVANIZED STEEL BASE WITH INTEGRAL COVE

KITCHEN EQUIPMENT BELOW COUNTER. RE: EQUIPMENT PLAN

2' - 4"

11"1' - 0"

(E) TIN CEILING

ADD BLOCKING AND BRACING AS NECESSARY

10"

ACCOUSTICAL CEILING BOARD

NEW TRACK AND LIGHT

1' -

0 3

/4"

EPOXY ANCHOR TO EXISTING MASONRY

5/8" GYP. BD SHEATHING ON 2X6 WOOD STUDS AT 16" O.C.

5/8" GYP. BD SHEATHING ON 2X6 WOOD STUDS AT 16" O.C.

A4.3

1

GRAPHICS

1' -

6"

1' -

6"

2' -

0"

3' -

6"

SS ADJUSTABLE LEGS AS REQURED

2' - 1"

100' - 0"

FIRST FLOOR PLAN

CEILING113' - 10"

A

EXISTING MASONRY WALL

MIRROR ADHERED TO 1/2" PLYWOOD BACKING -ANGLE AT 3" PAST VERTICAL

INTERMEDIATE 2X BLOCKING

WHITE WASHED WOOD PLANK BEYOND - OFFSET 1/3 HORIZONTALLY

2X BLOCKING MOUNTED TO ANGLED MIRROR

4"

BOOTH PER 1/A4.2 - S3.5

1' -

0"

BACK PAINTED GLASS ADHERED TO 1/2" PLYWOOD BACKING

PENDANT LIGHT. RE: ELEC AND RCPS

SOFFIT:WHITE WASHED WOOD PLANK OVER 1/2" PLYWOOD SHEATHING OVER 3 5/8" FRAMING AT 24" O.C.

WHITE WASHED WOOD PLANK CONTINUED VERTICALLY

(E) TIN CEILING

3 1/2" SOUND BATT INSULATION

ACOUSTICAL WALL PANELS, RE: INT ELEVATIONS

BLACK SCHLUTER -QUADEC-K AT CORNER

1/2" ALL THREAD ROD @ 24" O.C.

WD BLOCKING AS REQUIRED TO EXISTING CLNG STRUCTURE

EPOXY ANCHOR TO EXISTING MASONRY

9' -

6 1

/2"

BAR SOFFIT/ BULKHEAD BEYOND

CUSTOM ART MOUNTED TO HSS

10

1/4

"

(E) CEILING FRAMING

1' -

0"

100' - 0"

FIRST FLOOR PLAN

CEILING113' - 10"

INTERIOR

EXTERIOR

NEW STOREFRONT WINDOWS, TYP. VERIFY DIMS IN FIELD

NEW ALUMINUM STOREFRONT SELF CLOSING DOOR AND TRANSOM WINDOW. VERIFY DIMS IN FIELD

(E) SIDEWALK

CERAMIC TILE

REMOVE STAINED GLASS WINDOW.

NEW ALUMINUM TRANSOM TO MATCH STOREFRONT SYSTEM BELOW

5

SALVAGE (E) CEILING AND FRAMING

ADD BATT INSULATION IN (E) FRAMING

GYP APPLIED TO FACE OF DOOR HEADER

(E) STRUCTURAL COLUMN BEYOND TO REMAIN

THIN SET PER TCA F102-01 OVER EXISTING SLAB, VERIFY IN FIELD

DEMO EXISTING TILE AND PREP EXISTING SLAB AS REQUIRED

BASEMENT

PATCH NEW HARDWOOD FLOOR TO MATCH (E) HARDWOOD FINISH FLOOR

NO SLOPE @ LANDING

SCHLUTER SLOPE FLOOR TRANSITION STRIP

THIN SET PER TCA F102-01 OVER EXISTING SLAB, VERIFY IN FIELD

DEMO EXISTING TILE AND PREP EXISTING SLAB AS REQUIRED

4"

EXISTING SLAB

SCHLUTER SLOPE EXTERIOR FLOOR TRANSITION STRIP

3/4" / 1'-0"1/2" / 1'-0"

2 1

/2"

1 1

/2"

ROOF PLAN118' - 0"

CEILING113' - 10"

4

A4.4 NEW WASCO DOUBLE PITCH METAL FRAMED SKYLIGHT OR EQ. ON MIN 3" WIDE CURB WALL. INSTALL PER MNFR. SPECS

RUN ROOF MEMB. UP CURB WALL, FLASH AT SKYLIGHT BASE

(E) ROOF/ SKYLIGHT FRAMING TO REMAIN

NEW CURB

1/2" ALL THREAD DOWLS

(2) LAYER 3/4" BIRCH VENEER PLY

(E) TIN CEILING

BULK HEAD BEYOND

6" WOOD SCREW EYE BOLT WITH GYP SUSPENSION CEILING WIRE SCREWED INTO (E) SKYLIGHT FRAMING 36" O.C.

CEILING113' - 10"

6

A4.4

TYP

5" 5"

GYP SOFFIT AND BULKHEAD, RE: RCP

4"

3' -

0"

6"

1/2" ALL THREAD DOWLS

(2) LAYER 3/4" BIRCH VENEER PLY

B.O. (E) TIN CEILING

SKYLIGHT ABOVE

2 1/2"

1 3/4"

VERIFY SKYLIGHT DIMENSIONS IN FIELD. SUBMIT SHOP DRAWINGS BEFORE FABRICATION OF TRELLIS


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A4.4

WALLSECTIONS

10/09/2018

201825

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3/4" = 1'-0"A4.4

1 WALL SECTION AT BAR3/4" = 1'-0"A4.4

2 WALL SECTION AT BOOTH3/4" = 1'-0"A4.4

3 WALL SECTION AT ENTRY

3/4" = 1'-0"A4.4

6 SKYLIGHT DETAIL3/4" = 1'-0"A4.4

4 WALL SECTION AT SKYLIGHT

36

FD

3

C

EXISTING BABY CHANGING STATION

(E) LAV TO REMAIN

PROVIDE VERTICAL GRAB BAR. GC TO VERIFY EXISTING GRAB BARS MEET ADA STANDARDS PER 3/A6.0. - RELOCATE AND PROVIDE NEW ACCESSORIES AS REQUIRED TO MEET STANDARDS.

REMOVE (E) RUBBER BASE, CLEAN, PATCH AND REPAIR

A A

FF-3

FLOOR DRAIN

B

TILE WAINSCOT (T-) TO 42" A.F.F. & SCHLUTER BASE

EEE

H H H

F

D

C CC

G G G

PROVIDE VERTICAL GRAB BAR. GC TO VERIFY EXISTING GRAB BARS MEET ADA STANDARDS PER 3/A6.0. -RELOCATE AND PROVIDE NEW ACCESSORIES AS REQUIRED TO MEET STANDARDS.

K

PROVIDE NEW SCHLUTER COVE TRIM FOR (E) WALL TILE TO NEW VCT FLOORING

VCT

VCT, RE: FINISH SCHEDULE

WD

VCT

WD

GC

TO

CO

OR

DIN

AT

E

40

" M

AX

(M

IRR

OR

)

2' -

10

"

MA

X A

.F.F

.

2' -

10

"

9" 6" 11"

MIN

2' -

3"

8"

SOUND INSULATION IN NEW WALLS AS REQ'D.

WOOD FRAMED MIRROR

24" ADA WALL MOUNTED SINK, INSTALL PER MNFR. SPECS.

PROVIDE THERMAL PROTECTORS AT EACH SINK

CLEAR KNEE SPACE

± 100'-0"

T.O.F.F.

NOTE: TOILETS SHOWN GRAPHICALLY MAY NOT REPRESENT TYPE OF TOILET SPECIFIED. SEE PLUMBING DRAWINGS FOR TYPE/SPEC.

LAVATORY DETAILGRAB BAR DETAILS

ALLOWABLE LIMITES OF PROTRUDING TOILET PAPER DISPENSER

40"

4' - 6"

12" 42"

min

1 1

/2"

18"

min

40"

36"

18"

min

24" min

42" max

17

-19"

ma

x

36" min 6"

24" min 12" min

27"

min

34

" m

ax

40

" m

ax

PROVIDE BLOCKING AS REQ'D FOR GRAB BARS

CLEAR KNEE SPACE

WOOD FRAME MIRROR

15" MIN

TOILET ACCESSORIES SCHEDULEREF. DESCRIPTION

A S.S. VERTICAL GRAB BAR: 1 1/2" DIA., SATIN FINISH, 18" LONG

B

C

D

S.S. RECESSED TOILET TISSUE DISPENSER

E

COAT HOOK WITH BUMPER

F

SOAP DISPENSER

G

WOOD FRAMED MIRROR - 24" X 36"

H

WALL MOUNTED PAPER TOWEL DISPENSER

J

FLOOR-STANDING WASTE RECEPTACLE - FURNISHED BY OWNER

MOUNTING HEIGHT

SEE ACCESSIBILITY DETAILS



76" T.O. UNIT

PER MFR. FOR ACCESSIBLE DESIGN

44" TO BOTTOM, PER MFR. FOR ACCESSIBLE HEIGHT

NOTE:

PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT & ACCESSORIES

SIGNAGE W/ HC INDICATION - FURNISHED BY OWNER BRAILLE TO BE MIN 48" AND 60" MAX. ABOVE FLOOR

TISSUE DISPENSER 28" T.O. UNIT AT HC STALL, GC TO VERIFY EXISTING

K DIAPER CHANGING STATION 48" FROM T.O. UNIT TO FINISH FLOOR, IN CLOSED POSITION


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A6.0

ENLARGEDRESTROOMPLAN & DETAILS

10/09/2018

201825

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1/2" = 1'-0"A6.0

1 ENLARGED RESTROOMS PLAN1" = 1'-0"A6.0

2 LAVATORY SECTION

3/4" = 1'-0"A6.0

3 ACCESSIBILITY DETAILS

OUTLINE SPECIFICATIONS:DIVISION O - CONDITIONS OF THE CONTRACT

1. Unless otherwise noted in written form and approved by Owner and Architect the terms and conditions set forth herein, inclusive of "for construction" set of drawings shall be followed by Contractor. The "General Conditions of the Contract For Construction", AIA Document A201, Fourteenth Edition, 1997, Articles 1 through 14 inclusive, is a part of the Contract and is incorporated as fully as if here set forth.

B. SUPPLEMENTARY CONDITIONS:

1. INSURANCE:A. The Contractor shall procure, pay for, and maintain at all times during the prosecution of the work under the, various forms of insurance with carriers acceptable to the Owner. All insurance policies shall have the Architect, design consultants, the Owner, and their employees as additional insurers. Contractor shall furnish insurance policies to Owner prior to commencement of work.

DIVISION 1 - GENERAL REQUIREMENTS

A. GENERAL:

1. The project has been designed in accordance with applicable codes. Contractor shall comply with code requirements for construction and inform Architect of discrepancies observed or noted by others.

2. Contractor shall not scale Drawings. "Written or insist " dimensions will govern. Contractor shall verify all dimensions and conditions at job site and notify Architect in writing of conflicts or discrepancies before proceeding. Contractor shall not delay work.

3. All dimensions shown on architectural drawings are from finish surface, unless noted otherwise.

4. Contractor shall apply for and bear the cost of all fees, permits, licenses, inspections, tap charges and other agency requirements for temporary and permanent services or utilities to commence and complete the work.

5. The Contractor shall protect the work and all adjacent property from loss or damage resulting from operations. In the event of such loss or damage, Contractor shall make such replacements or repairs as required without additional cost to Owner.

B. TESTING SERVICES:

1. The Owner will pay for all initial testing services requested by the Owner.

2. Inspections and tests required by codes or ordinances, or by a plan approval authority, and made by a legally constituted authority, shall be the responsibility of and shall be paid for by the Contractor, unless otherwise provided in the Contract Documents.

3. Inspection or testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor.

4. Representatives of the testing laboratory shall have access to the work at all times; provide facilities for such access in order that the laboratory may properly perform its functions.

5. All specimens and samples for testing, unless otherwise provided in these Contract Documents, will be taken by the testing laboratory; all sampling equipment and personnel will be provided by the testing laboratory; and all deliveries of specimens and samples to the testing laboratory will be performed by the testing laboratory.

C. TEMPORARY FACILITIES AND UTILITIES:

1. The Contractor shall provide, maintain and make available to subcontractors, temporary job site facilities as required to complete the work, including but not limited to: A. Field office

B. Portable toilet facilitiesC. Lockable storage shed, or containersD. Trash binsE. Temporary telephone - (3) G.C.F. Electrical powerG. Water serviceH. Temporary heating and air conditioningI. Construction fences, barriers and security devicesJ. On-site fax machine and answering machine or voice mailK. Digital Camera and Email

D. CONSTRUCTION CLEANING:

1. Provide central trash collection facility for use of all trades and dispose of collected trash at least every 14 days. Each Contractor and Subcontractor is responsible for cleaning his work and removing his trash to the central collection point daily. On-site burning is not permitted. Do not allow trash to be blown away or to litter the site or adjacent areas. Do not use Owner's waste receptacles.

2. The Contractor shall keep the premises free from accumulation of waste materials or rubbish caused by his employees and subcontractors. At the completion of the work the Subcontractors shall remove from building and site all rubbish, tools, and surplus materials and leave the work swept broom clean. Should Subcontractor ignore removal of debris, Owner will clean up and haul off debris and transfer appropriate costs to the Subcontractor (including labor, material, equipment, OH&P). General Contractor to provide entire project completely cleaned and ready for business. Clean all windows, light fixtures, stainless, etc. Change all HVAC filters to pleated on T.O. day and clean 1 day after T.O.

E. COORDINATION:

1. Contractor shall coordinate the work of the all trades affecting his/her work.

2. Mechanical, Electrical & Plumbing Contractors to be fully coordinated with each other and with General Contractor regarding supply, installation, controls, and proper operation of all equipment.

F. SEPARATE CONTRACTS:

1. Contractor shall cooperate with Owner and other Contractors performing work under separate contracts to ensure project progress according to schedule.

G. CUTTING AND PATCHING:

1. Contractor shall cut and fit components for alterations of existing work and installation of new work. Patch disturbed areas to match adjacent materials and finishes. Cost associated with same are included.

H. FIELD ENGINEERING:

1. Contractor shall provide field engineering services, establish grades, lines and levels by use of recognized engineering and surveying practices. Contractor responsible for all required layout. Contractor must review actual site and is responsible for all field conditions, conflicts with field conditions and Construction Documents shall be brought immediately to the attention of Architect.

2. Contractor shall locate and protect control and reference points.

I. UTILITIES:

1. Contractor responsible to locate and protect all existing utilities as required.

2. The Contractor shall determine the location of utility services in the area and notify utility company and Owner's representative prior to beginning construction.

J. MARKED-UP DRAWINGS:

1. During the prosecution of the Work, Contractor shall maintain a complete set of Contract Drawings in job office, upon which set he/she is required to note in red, or other clear manner, all authorized deviations from the Contract Documents. Marked-up Drawings prepared from this job set are a part of the project close-out documents and made available to Architect and the Owner.

A. GENERAL CONDITIONS:

1. Contractor shall inform Owner's Representative in writing at time of bid submission of any proposed deviation from requirements of Contract Document

2. Submittal by Contractor represents that field measurements, field construction criteria, materials, catalog numbers and similar data have been reviewed and verified by Contractor, and that each has been checked and coordinated with requirements of Contract.

3. Architect's review of submittals shall be for design concept only and shall not be construed as approving departures from Contract Documents.

4. Contractor shall provide to Architect the following submittals:

K. SUBMITTALS:

A. Product Data: (1) Contractor shall submit no less than two copies for each stock manufactured items. (2) Contractor shall indicate item to be used where data for more than one product is provided. (3) Provide manufacturer's certification that specified materials meet VOC limits per regulation 8, Rule 51 of Bay Area Air Quality Management District standards. Provide cut sheet and MSDS for each sealant and adhesive highlighting VOC limits and chemical component.B. Shop Drawings: (1) Contractor shall submit prints for all custom fabricated products and products not fully identified by product data.C. Manufacturers' Samples: (1) Contractor shall provide two samples of each exposed finish, minimum size 6" square.

1. Material and equipment shall be new and of a type intended usage indicated. Like components shall be by one manufacturer and for component parts shall be interchangeable.

2. Contractor shall comply with industry standards for workmanship except when more stringent tolerances are required. Exceptions made by Owner or Architect and will be documented to Architect and Owner.

3. Contractor shall assure that all work is performed by persons qualified to produce workmanship of the specified quality.

4. Contractor shall secure all products in place with positive anchorage devices designed and sized to withstand stress, vibration, and racking.

5. Contractor shall transport, handle, store, protect and install manufactured items in strict accordance with manufacturers' recommendations. Should conflict exist between Construction Documents and manufacturers' instructions, Contractor should consult with Owner's Representative.

6. Contractor shall protect products and finishes from damage during construction operations.

L. MATERIAL AND EQUIPMENT:

1. Contractor shall make every effort to provide products specified.

2. Substitutions will be considered if:

M. SUBSTITUTIONS:

A. Contractor has submitted substitution to Architect in writing.B. Contractor has investigated proposed product and determined that it is equivalent to that specified.C. Contractor has indicated in writing cost, time or other benefits for substitution.

3. Architect shall be judge of acceptability and reserves right to reject proposed substitution.

1. Contractor shall provide documentation stating work has been substantially completed. Where Owner requires use of space prior to final completion, Contractor shall provide punch list of items to be completed to Owner's Representative.

2. Owner's Representative will review list of any items to be completed and supplement list with items considered to be incomplete or unacceptable and determine a mutually acceptable time frame for completion within the following week.

3. At completion of work or prior to Owner move-in, Contractor shall employ skilled workmen for final cleaning, including glass, glossy surfaces floors and finishes.

4. Contractor shall provide project record documents, material and finish data, operation and instruction manuals, warranties and bonds at project completion. Submit (3 each) bound in 8 1/2" x 11" three-ring binders with durable plastic covers. Arrange in format similar to specifications.

5. Contractor shall instruct Owner in operation, adjustment and maintenance of equipment and systems, using operation and maintenance data as basis of instruction.

6. Contractor shall submit (marked-up) record Drawings to owner.

7. Contractor shall provide evidence of payments and release of liens to Owner. Contractor will sign lien waiver prior to receipt of monthly progress payment.

8. Contractor shall obtain Certificate of Occupancy and provide to Owner.

9. Contractor shall provide final Certificate for Payment to Owner.

N. CONTRACT CLOSE OUT:

DIVISION 2 - SITE WORK

A. EARTHWORK: (RE:CIVIL / STRUCTURAL DRAWINGS)

1. EXCAVATION AND BACK FILL FOR NEW CONSTRUCTION:

A. Clean and recompact old fillB. Dispose excess fill off siteC. Use of explosives prohibitedD. Compaction (1) Standard Test ASTM D698 (2) Structural fill: 95% of Standard Proctor Density (3) Paving and slab fill: 95% (4) Landscape fill: 90% (5) Moisture: +or- 2% of optimum

DIVISION 3 - CONCRETE (RE:STRUCTURAL DRAWINGS)

A. CAST-IN-PLACE CONCRETE:

1. GENERAL: A. Cast-in-place concrete as shown on the drawings and covers forming, reinforcing, concrete, placement, consolidation, curing, stripping and finishing.

2. QUALITY ASSURANCE: A. ACI 301 "Specifications for Structural Concrete for Buildings"; ACI 347 "Recommended Practice for Concrete Form work"; ACI 304 "Rec-recommended Practice for Measuring, Mixing, Transporting and Placing Concrete"; comply with applicable provisions and other standards referenced therein, except as otherwise indicated. Conform to ACI 301, ACI 347, and ACI 117 for tolerances.

3. CONCRETE MATERIALS: A. Portland Cement: ASTM C150, Type I. B. Aggregates: ASTM C33. C. Water: Clean, drinkable. D. Fly Ash, ASTM C618, Class F or C, may be used as cement replacement but not to exceed 20% by weight of cement. E. Provide 4000 psi minimum 28 day compressive strength mix having less than 5.5 sacks of cu. yd. for all concrete not otherwise indicated. F. Provide 4000 psi mix with not less than 6 sacks of cement per cu. yd. with water reducing admixture for flatwork. Including fibrous mesh reinforcement. G. Ready-Mix Concrete: ASTM C94. H. Color additives- per plans and finish specifications.

4. REINFORCEMENT: A. Deformed Reinforcing Bars: ASTM A615, Grade 60 unless otherwise indicated. Use grade 40 for ties and for dowels to be field bent.

5. JOINTS: A. Provide isolation and control joints as indicated or required. Place isolation and control joints in slab-on-ground to stabilize differential settlement and random cracking. B. Comply with the specified codes and standards, CRSI "Manual of Standard Practice", ACI 301 and ACI 318. Do not weld reinforcing unless so indicated or specifically acceptable to an Architect. C. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh.

1. GENERAL: A. Edge and face forming for interior on-grade slabs; the conveying, placement, finishing and curing of all interior on-grade slabs.

2. QUALITY ASSURANCE: A. Conform to applicable ACI, ASTM, and PCA standards.

3. REINFORCING, CONCRETE MATERIALS: A. Conform to applicable requirements for cast-in-place concrete.

4. JOINTS: A. Expansion and Isolation Joints: Closed cell polyethylene foam, 0.5" thick, 4" deep. B. Control Joints: 0.125" to 0.25" thick plastic or hardwood strips of depth equal to 25% or more of slab thickness except where otherwise shown. C. Construction Joints: Burke "Keyed Kold", Jahn "Load Key Joint" or approved equal. D. Isolate flat work from building elements, walls, columns, with control or slip joints unless otherwise indicated. E. Form construction joints with specified construction joint form.

5. FINISHING: A. Apply float finish to monolithic slab surfaces that are to receive trowel finish and other finishes. B. Apply trowel finish to monolithic slab surfaces that are to be exposed to view, or are to be covered with carpet, resilient flooring, paint, or other thin-film finish coating system. C. For interior surfaces to be left exposed use curing-hardening sealing compound, as indicated on drawings.

B. INTERIOR CONCRETE FLAT WORK:

DIVISION 4 - MASONRY

A. UNIT MASONRY:

1. GENERAL: A. Concrete Masonry Units as shown on the drawings and in schedules.

2. QUALITY ASSURANCE: A. Except where otherwise specified comply with recommendations of BIA and BIA Technical Notes, International Masonry Institute NCMA, and ANSI/NBS 211-1954+174. B. Concrete Masonry Units (CMU): Conform to ASTM C90, Grade N, Type 1, made with approved ASTM C331 lightweight aggregate.

3. MORTAR MATERIALS: A. Portland Cement: ASTM C150, Type I. B. Hydrated Lime: ASTM C207, Type S. C. Sand: ASTM C144, except for joints less than 0.25", use an aggregate grated with 100% passing the NO. 16 sieve. D. Aggregates for Masonry Grout: ASTM C404, size 1 for fine aggregate, size 8 or 89 for coarse. E. Water: Clean, potable and free of salts or alkalis which could cause efflorescence.

4. CONTINUOUS REINFORCING TIES: A. Provide welded wire units prefabricated in straight lengths of not less than 10', with matching corner and tee units. Fabricate from 9 gage cold drawn steel wire complying with ASTM A82, with deformed continuous side rods and plain cross-rods, and a unit width of 1.5" to 2" less than thickness of wall or partition. Furnish with galvanized finish, ASTM A641, Class 1. B. Provide with perpendicular (ladder) cross ties.

5. PATTERN BOND: A. Lay exposed masonry in running bond. Bond and interlock each wythe at corners unless otherwise shown.

6. MORTAR MIXES: A. For all locations not otherwise specified, conform to ASTM C270, type N Proportions. Color TBD - Contractor to provide color chart color chart with block sample for approval.

7. GROUT MIXES: A. ASTM C476, proportioned as follows: (1) Fine: 1 part cement, 0.10 part lime, 2.25 to 3 parts sand 2500 psi. (2) Coarse: 1 part cement, 0.10 part lime, 2.25 to 3 parts sand, 1.5 to 2 parts coarse aggregate, 2500 psi.

8. JOINTS: A. Except where otherwise shown lay walls with 0.375" joints. Cut joints flush for masonry walls which are to be concealed or to be covered by other materials. Tool exposed joints slightly concave.

9. PRODUCT: A. Provide samples to match existing brick on site. B. Salvage and re-use existing brick from demolition. C. Grout color and joint type to match existing.

DIVISION 5 - METALS

A. STRUCTURAL METAL FRAMING (RE: STRUCTURAL DRAWINGS)

1. STRUCTURAL STEEL: A. ASTM A36 steel, fabrication, design and erection conforming to AISC standard specifications. B. Connections: Shop welded; field welded and bolted as required.

1. GENERAL: A. Metal fabrications work as shown on drawings for items fabricated from iron and steel shapes, plates, bars, strips, tubes, pipes, and castings which are not a part of structural steel or other metal systems specified elsewhere.

2. FERROUS METALS: A. Steel plates, shapes and bars: ASTM A36. B. Steel Plates to be Bent or Cold-Formed: ASTM A238, Grade C. C. Steel Pipe: ASTM A53; type as selected; Grade A; black finish, Schedule 40, unless otherwise indicated. D. Provide zinc-coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade and class required. E. Furnish bent or otherwise custom fabricated bolts, plates, anchors, dowels' and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete structures.

B. METAL FABRICATIONS:

DIVISION 6 - WOOD AND PLASTICS

A. ROUGH CARPENTRY

1. GENERAL: A. Carpentry work as shown on drawings/and work normally performed by carpenters not elsewhere specified and generally not exposed to normal view.

2. QUALITY ASSURANCE: A. Lumber: Comply with PS 20, WWPA Grading Rules and other grading rules as specified. FSC certified where applicable. B. Plywood: Comply with PS 1, "U.S. Product Standard for Construction and Industrial Plywood" free of any added urea

formaldehyde resins.

3. PRODUCTS:

Provide dressed lumber, S4S, unless otherwise shown or specified, seasoned or kiln dried to maximum 19% moisture content except for thicknesses less than 2" nominal limit to 15%. A. Dimension Lumber: (1) West Coast Douglas Fir-Larch or Hem-Fir when graded under NLGA, WCLIB, or WWPA. (2) Studs: Stud, No. 3 or Standard Grade (4X6 max). (3) Light Framing: Standard Grade (4X4 max). (4) Structural Light Framing: Douglas Fir-Larch No. 2 or Hem-Fir No. 2 (4x4 max.). (5) Structural Framing: (2" to 4" thick, 5" and wider) Douglas Fir-Larch No. 2 or Hem-Fir No. 2 with allowable stress rating of F = 1200 psi for single use and 1400 psi for repetitive member use, and E = 1,500,000 psi. (6) Beams and Stringers: Douglas Fir-Larch No. 1 and Hem-Fir Select Structural when graded under WCLIB rules. (7) Furring, Blocking: Standard Grade, any species. B. Plywood: (1) Underlayment: APA Rated, fully sanded face, Exposure 1, Group 1 or 2 species, span rating and thickness as shown on drawings or as required to meet job conditions. Furnish with fire retardant treatment as indicated. (2) Exposed at storage : Sturd-I-Floor. (3) Interior Exposed Plywood, for Paint: APA A-D, Group 1 or 2, Exposure 1 or 2. (4) Telephone or Electrical Equipment Backing Board: APA C-D, Group 1 or 2, Exposure 1 or 2, 0.5" thickness. Furnish with fire retardant treatment.

1. GENERAL:

A. Finish carpentry as shown on the drawings for plastic laminate counters, wood shelving, FRP panels, and other finish carpentry not included in other sections.

2. QUALITY ASSURANCE:

A. Except as otherwise shown or specified, comply with specified provisions of the Architectural Woodwork Institute (AWI) " Quality Standards.

(1) Standing and Running Trim: AWI Section 300, custom grade. (2) Casework and Countertops: AWI Section 400, custom grade. (3) Shelving: AWI Section 600, custom grade. (4) Miscellaneous Work: AWI Section 700.

3. PRODUCTS: A. Provide kiln-dried lumber, 6% to 11% for solid wood, 4% to 9% at time of installation. B. Wood Shelving: Industrial grade particle board with hardwood filled bullnose edges. C. Interior Wood Trim: AWI Custom Grade of plain sawn for stain finish. D. All exposed wood at door and window frames, sills, sash and related integral parts of composite units shall be plain sawn for stain finish. E. Particleboard: Medium density (37 to 50 lbs/cu. ft) ANSI A208.1, Grade 1-M-1, wood chip and phenolic resin binders, compressed board, 0.675" thickness with quarter sawn veneer at exposed surfaces unless otherwise indicated. Must be free of any

added urea formaldehyde resins. F. Plastic Laminates: Comply with NEMA LD3; type, thickness, color, pattern and finish as indicated for each application; if not indicated, use PF-42 for post-forming and GP-50 elsewhere, colors, patterns, finishes as selected by Architect from manufacturer's full line. G. Fiberglass Reinforced Polyester Panels: Provide sanitary wall system "FRP Panel", Class C Rating, 4'X8' X 3/32" panels, smooth finish, color / mfg as indicated in finish specification or approved equal Include PVC moldings as indicated or required for a complete installation.

B. FINISH CARPENTRY:

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

A. INSULATION:

1. FLOORS: A. Provide 2" Dowboard noncompressible insulation, 25 psi min. where indicated on drawings.

2. SOUND ATTENUATION (Walls or Ceilings): A. Sound Attenuation Blankets: ASTM C665, Type I, semi-rigid mineral or glass fiber blankets without membrane. Provide 3" mineral fiber 3.0 lb. density or full thickness of 1.0 density glass fiber.

3. EXTERIOR WALL/FLOOR/CEILINGS BATTS: A. Blow cellulose insulation: ASTMC-739. Loose-fill cellulose to a

density that will prevent settlement w/reinforced vapor barrier.

B. FIRE RESISTANT BOARD: (Not Used)

C. FIBERGLASS ROOF PANELS: (Not Used)

D. FLASHING AND SHEET METAL:

1. GENERAL: A. Flashing and sheet metal work as shown on the drawings for: (1) Wall Panels (2) Downspouts (3) Metal flashing and counter flashing (4) Exposed metal trim (5) Copings and wall caps (6) Sealants for sheet metal

2. QUALITY ASSURANCE: A. Except as otherwise noted, conform to requirements and recommendations of SMACNA "Architectural Sheet Metal Manual" Forth Edition, 1987, as applicable and including forming, anchoring, cleating and forming expansion joints, seams and details for accommodation of thermal movement. B. Metals: Mill Phosphatized Zinc-Coated Steel Sheet: Commercial quality carbon steel sheets with minimum of 0.20% copper content complying with ASTM A526 or A527 for lock-forming; hot-dip galvanized to comply with ASTM A525, G90, mill phosphatized, 0.0359" thick (20 gauge) except as otherwise indicated. C. Hanging Gutters: Fabricate using prefinished metal to profiles shown either in individual 8' to 10' lengths or by roller forming from coil stock to 40' maximum lengths. For formed sheet gutters, lap across joints 1.5", rivet and solder. D. Downspouts: Fabricate using prefinished metal to profiles shown either in 8' to 10' lengths or by roll forming from 26 gauge coil stock, with full -locked longitudinal joints. E. Rubberized Asphalt sheet of 60 mil thick, self adhering sheet applied to back wrap all window openings and where indicated on drawings. Mfg.: Carlisle Corp., W.R. Grace or equal.

E. ROOFING:

1. GENERAL: A. Mechanically fastened TPO roofing system. B. Fully adhered TPO routing system.

2. QUALITY ASSURANCE: A. Energy Star Rated B. MFG licensed installer w/ min. 10 years experience. Provide min. 15 year warranty.

3. PRODUCT: A. White TPO, Carlisle Sure-Weld or equal.

F. JOINT SEALERS:

1. GENERAL: A. Each form and type of joint sealer as shown on the drawings or as specified, including, but are not necessarily limited to the following: (1) Exterior penetrations and joints between different materials. (2) Floor (interior) joints and penetrations (3) Partition and ceiling joints (4) Sealants for penetrations and joints at fire-rated constructions (5) Interior joints between different materials

2. WARRANTY: A. Submit 2 copies of written 2-year warranty agreeing to repair or replace joint sealers which fail to perform as airtight and watertight joints; or fail in joint adhesion, cohesion, abrasion resistance, weather resistance, extrusion resistance, migration resistance, stain resistance, or general durability; or appear to deteriorate in any other manner.

3. MANUFACTURERS: Dow Corning Corporation General Electric Company Mameco International, Inc. Pecora Corporation Sika Corporation Sonneborn Building Products Division, Rexnord Chemical Products, Inc. Tremco, Inc.

4. MATERIALS: A. Elastomeric Sealants (For all exterior joints and penetrations, and at penetrations and joints at all interior wet areas) (1) For elastomeric sealants, comply with ASTM C920 requirements, including those for Type, Grade, Class and Uses. B. Latex Sealants (For all other interior joints) (1) One part, non-sag, mildew resistant, acrylic emulsion sealant complying with ASTM C834, paintable, recommended by manufacturer for exposed interior applications. C. Low Emitting Materials

(1) For interior applications use adhesives and sealants that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA method 24): 1. Wood Glues: 30 g/L. 2. Metal to Metal Adhesives: 30 g/L. 3. Adhesives for Porous Materials (Except Wood): 50 g/L. 4. Subfloor Adhesives: 50 g/L. 5. Plastic Foam Adhesives: 50 g/L. 6. Carpet Adhesives: 50 g/L. 7. Carpet Pad Adhesives: 50 g/L. 8. VCT and Asphalt Tile Adhesives: 50 g/L. 9. Cove Base Adhesives: 50 g/L. 10. Gypsum Board and Panel Adhesives: 50 g/L. 11. Rubber Floor Adhesives: 60 g/L. 12. Ceramic Tile Adhesives: 65 g/L. 13. Multipurpose Construction Adhesives: 70 g/L. 14. Fiberglass Adhesives: 80 g/L. 15. Structural Glazing Adhesives: 100 g/L. 16. Wood Flooring Adhesive: 100 g/L. 17. Contact Adhesive: 250 g/L. 18. Plastic Cement Welding Compounds: 350 g/L. 19. ABS Welding Compounds: 400 g/L. 20. CPVC Welding Compounds: 490 g/L. 21. PVC Welding Compounds: 510 g/L. 22. Adhesive Primer for Plastic: 650 g/L. 23. Sealants: 250 g/L. 24. Sealant Primers for Nonporous Substrates: 250 g/L. 25. Sealant Primers for Porous Substrates: 775 g/L.


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A8.0

OUTLINESPECIFICATIONS

10/09/2018

201825

TA

NG

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379

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OUTLINE SPECIFICATIONS:continued

1. GENERAL: Exterior Insulation and Finish System (EIFS) Class PB, designed for use on noncombustible or combustible type construction. Installed over a code

approved water-resistive barrier (sheet type) and consists of a drainage

medium and drainage accessories, expanded polystyrene insulation board,

adhesive or mechanical attachment method, base coat with reinforcing

mesh and finish. 2. PRODUCTS: A. Configuration options include: Option 1:

Option 2:

B. Requirements:(1) Acceptable substrates shall be:

a. Exterior grade gypsum sheathing meeting ASTM C 1396 (formerly C 79) requirements for water resistant core or

Type X core at the time of application of the OutsulationLCMD Systems 1-5.

b. Unglazed brick, cement plaster, concrete or masonry (water-resistive barrier not required).

c. Exteror grade fire retardant treated plywood.

(2) Deflection of substrate systems shall not exceed 1/240 times the span.

(3) The substrate shall be flat within 6.4 mm (1/4 in) in a 1.2 m (4 ft) radius.

C. Expansion Joints:Design and location of expansion joints in the Outsulation LCMD Systems 1-5 is the responsibility of the project designer and shall be noted on the project drawings. As a minimum, expansion joints shall be placed at the following locations:

a. Where expansion joints occur in the substrate system.b. Where building expansion joints occurc. At floor lines in wood frame construction.d. At floor lines in non-wood framed buildings where significant movement is expected.e. Where the Outsulation LCMD Systems 1-5 abuts dissimilar materialsf. Where substrate type changes.g. Where the prefabricated panels abut one another.h. In continuous elevations at intervals not exceeding 23m (75 ft).i. Where significant structural movement occurs such as changes in roofline, building shape or or structural system.

D. Terminations:

(1) Prior to applying the Dryvit Outsulation LCMD Systems 1-5, wall openings shall be treated with Dryvit Flashing tape. Refer to Dryvit Outsulation LCMD Systems 1-5 installation Details, DS170.(2) The Outsulation LCMD Systems 1-5 shall be held back from adjoining materials around openings and penetrations such as windows, doors and mechanical equipemnt a minimum of 19mm (3/4 in) for sealant application. See Dryvit's Outsulation LCMD Systems 1-5 installation details, DS170.(3) The systems shall be terminated a minimum of 203 mm (8 in) above finished grade.(4) Sealants

a. Shall be manufactured and supplied by others.b. Shall be compatible with Outsulation LCMD Systems 1-5

materials, Refer to current Dryvit publication DS153 for a listing of sealants tested by sealant manufacturer for compatibility.

c. The sealant backer rod shall be closed cell.

E. Flashing:

Flashing shall be provided at all rof-wall intersections, windows, doors, chimneys, decks, balconies, and other areas as necessary to prevent water from getting behind the Outsulation LCMD Systems 1-5.

3. EXECUTION: A. Install per manufacturer's recommendation by tradesman with min. of five years experience with similar applications. Bases for specification Dryvit LCMD Systems 1-5.

G. EXTERIOR STUCCO

1. GENERAL:

A. Standard steel doors and frames manufactured in accordance with SDI Recommended Standards.

(1) Doors: Flush, hallow or composite construction standard steel doors for interior and exterior locations.

(2) Frames: Pressed steel frames for doors, transoms, sidelights, mullions, interior glazed panels, and other interior and exterior openings of following type: Knockdown field

assembled type, except where fire rated.


A. Provide doors and frames complying with the Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" ANSI/SDI 100, and as herein

specified.

B. Wherever fire-rated door assemblies are indicated or required, provide fire-rated door and frame assemblies that comply with NFPA 80 and have been tested, listed and labeled in accordance with ASTM E152 by UL, FM, Warnock Hersey or other testing and inspection agency acceptable to authorities having jurisdiction.

3. PRODUCTS:

A. Doors:(1) Conform to ANSI/SDI 100, Grade II, Model 1 for materials quality, metal guages

and construction details. Close ends with flush channels on exterior doors. Interior doors may have flush or recessed chanel ends.

(2) At exterior locations and elsewhere as shown or scheduled, provide doors which have been fabricated as thermal insulating.

(3) Unless otherwise indicated, maximum U factor for thermal rated assemblies is 0.24 BTU/hr/ft. squared/degrees F.

B. Frames:(1) Conform to ANSI/SDI 100, frames for Grade II doors, widths as indicated, 1.5"

face returns.

DIVISION 8 - DOORS AND WINDOWS A. STANDARD STEEL DOORS AND FRAMES:

System Configuration

Drainage Resistive Barrier

Drainage Medium

EPS Min. Thickness

Attachment Base Coat

1Sheet Membrane

Drainage Mat

25 mm (1in)

Mechanical Fasteners

Genesis or Genesis DM

2Sheet Membrane

Grooved Insul. Board

38 mm (1in)

Mechanical Fasteners

Genesis or Genesis DM

1. GENERAL:

A. Wood doors as shown on the drawings and in schedules for flush and stile and rail doors.

B. Shop Drawings: Submit Shop Drawings indicating the location and size of each door, elevation of each kind of door, details of construction, location and extent to hardware blocking, fire ratings, and other pertinent data.


A. AWI Quality Assurance(1) "Architectural Woodwork Quality Standards", including Section 1300

"Architectural Flush Doors", of Architectural Woodwork Institute (AWI) for grade of door, core construction, finish and other requirements exceeding those of NWWDA quality standard.

B. Flush Wood Doors:(1) NWWDA Quality Standards: I.S. 1 "Industry Standard for Wood Flush Doors",

of National Wood Window and Door Association (NWWDA).(2) Mat-formed particle board core, CS236 Type I, Density C, with PC-5 or PC-7 construction. Assemble with Type I adhesive bond, NWWDA 1.5 1.6.

3. INSTALLATION:

A. Install all doors to comply with manufacturer's written instructions, referenced quality standards, and as indicated. Install fire rated doors in corresponding fire rated frames according to NFPA 9=80.

B. WOOD DOORS:

1. GENERAL:

A. "Builder's" or "Finish" hardware as shown on the drawings and in the schedules.

B. Include lock cylinders for locks furnished in other sections where so specified.

2. SUBMITTALS:

A. Submit complete detailed hardware schedule sufficiently in advance to assure proper preparation and coordination of other work. Review and acceptance by the Architect or Owner does not relieve the Contractor of his exclusive responsibility to fulfill the r equirements as shown and specified.

B. Wherever needed, furnish templates to fabricators of other work which is to receive finish hardware.

C. Prepare keying schedules for approval, and key locks in accordance with approved schedule.


A. Suppliers: A recognized builder's hardware supplier who has been furnishing hardware in the project's vicinity for a period of not less than 2 years, and who is, or employs an experienced AHC certified hardware consultant.

B. Warranty: Furnish 2 copies of written warranties for failure of any hardware part for 2 years and for mechanical failure of door closers for 5 years.

4. PRODUCTS:

A. Furnish hardware in accordance with the hardware list or schedule and as indicated on the door schedule included in drawings. List is intended as a guide to indicate hardware functions. Provied all items needed for door function including fire-rating and labeling requirements for fire-rated doors.

B. Provide rim push type panic devices as required by local codes.

C. Conform to ANSI/BHMA A156 except as otherwise indicated.

D. Supplier will meet with Client to finalize keying requirements, for re-keying on C.O. Day and obtain final instructions in writing.

4. FINISH:

A. Refer to Drawings for hardware finish information.

C. HARDWARE:

1. GENERAL:

A. Glass and glazing work as shown on the drawings and schedules.


A. Prime Glass: ASTM C1036.

B. Safety Glass: Comply with State Statutes, UBC Section 5406, UBC Standard 54-2 and ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for category II materials, with certifying label on each piece.

C. Heat-Treated Glass: ASTM C1048.

D. Insulating Glass: Seal standard ASTM E774, Class A. Provide units manufactured by SIGMA memeber and bearing IGCC certification numbers.

E. Glazing Standards: Comply with recommendations of Flat Glass Marketing Association "Glazing Manual" and "Sealant Manual".

F. Elastomeric Sealant Standard: Comply with ASTM C920 requriements for Type, Grade, Class and Uses.

3. PRODUCTS:

A. Clear float Glass: Type I, Class 1 (clear) Quality q3 (glazing select), 0.25" thick except as otherwise indicated.

B. Heat Treated Glass: provide prime clear glass which has been treated to strengthen glass in bending, Kind FT (fully tempered), horizontally heat treated with minimal waviness or distortion at bottom edge of glass and free of tong marks.

C. Insulating Glass Units: Provide preassembled units consisting of organically sealed panes of Low-E clear glass enclosing a hermetically sealed dehydrated air space to match existing as follows: Use two 0.25" thicknesses of glass as indicated or scheduled with 0.5" anodized aluminum spacer channel with welded or sealed corners as standard with the manufacturer and double sealed units with polyisobutylene primary sealant and polyurethane secondary sealant. Solorbane (PPG) 60 at all exterior units, Solorbane 80 at the Brewery.

D. Patterned and One-way glass: Provied 0.25" glass of types indicated on drawings.

D. GLAZING:

1. GENERAL:

A. Gypsum board work as shown on the drawings and in schedules.


A. Comply with applicable requirements of ASTM C840 "Application and Finishing of Gypsum Board", except where more detailed or more stringent requirements are indicated including the recommendations of the manufacturer.

3. PRODUCTS:

A. Wood support systems - RE: rough Carpentry section.

B. Metal support systems(1) General: to the extent not otherwise indicated, comply with ASTM C645 and

C754, for metal system supporting gypsum wallboard work.(2) Ceilings: Ceiling Suspension Main Runners: 1.5" steel channels, 0.475 lb. per

ft., cold rolled. Hanger Wire: ASTM A641, Class I zinc coating, soft tempered, 8 guage.(3) Partitions: Studs: ASTM C645; 25 guage (0.0179") x 3.625" deep, except as

otherwise indicated. At door jambs and for tile backing use 20 guage (0.0329") or heavier studs. Runners: Match studs; type recommended by stud manufacturer for floor and ceiling support of studs, and for vertical abutment of drywall work at other work.

(4) Furring Members: ASTM C645; 25 guage (0.0179"), hat shaped, 0.875" depth, except as noted.

(5) Exposed Gypsum Board: ASTM C36, standard taper long edges, 0.625" thick except where otherwise indicated, Type X, 4 ft., width by maximum lengths to minimize end joints.

(6) Gypsum Backing Boards: ASTM C442 backing board or ASTM C36 gypsum wallboard, 0.625" thick, square edge, Type X, except where otherwise indicated, 4 ft. width.

(7) Provide moisure resistant type gypsum board at all wet areas.(8) Kitchen Exhaust Hood Duct Enclosures: Provide steel shaft-wall support

system as shown on drawings and as required for fire resistance rating indicated.

DIVISION 9 - FINISHES A. GYPSUM BOARD SYSTEMS:

1. GENERAL:

A. Refer to Finish & Material schedules for suppliers.

2. PRODUCTS:

A. Carpet Edge Guard extruded or molded vinyl or rubber carpet edge guard and transition strips of size, profile and color as Selected by Architect from those available within the industry (any mfg.).

B. Adhesive for carpet - provide adhesive as recommended by the carpet manufacturer specifically formulated for intended use and which complies with flame spread rating required for the carpet installation.

3. INSTALLATION: A. Comply with manufacturer's instructions and recommendations. Place seams in the directions indicated, and as accepted on shop drawings, if any. Maintain direction of pattern and texture, including lay of pile. Do not seam weft to warp, except as directed.

B. Check matching of carpet before cutting and ensure there is no visible variation between dye lots.

C. Use on approved cementitious filler to patch cracks, small holes and for leveling. Grind or smooth offsets to eliminate wear points.

D. Lay carpet on floors with run of the pile in same direction of anticipated traffic. Lay carpet on stairs with the run of hte pile in opposite direction of anticipated traffic to avoid peeking of backing nosings.

E. At doors, center seams under doors: do not seam in traffic direction at doorways.

F. Install carpet edge guard at every location where edge of carpet is exposed to traffic.

G. Provide pad in installation.

B. CARPET:

1. GENERAL:

A. Painting work as shown on the drawings and schedules, and as follows:(1) Paintings and finishings of new exterior exposed items and surfaces, except as

indicated.(2) Painting and finishing of interior exposed items and surfaces throughout the

project, except as otherwise indicated.(3) Painting of exposed bare and covered pipes and ducts, and of hangers,

exposed steel and iron work, and primed metal surfaces of equipment installed under the mechanical and electrical work, except as otherwise indicated. Coordinate with Division 15 and 16 installers for color coding, if any.

(4) Painting of mechanical grilles, registers, louvers (except aluminum), and panel covers and frames for electrical work and systems.

B. Where items or surfaces are not specifically mentioned, paint these the same as adjacent similar materials or areas. If finish is not designated, the Architect will select the materials or system.

C. Do not paint floors, walls or ceilings of rooms or spaces scheduled as unfinished, unless noted otherwise.

2. SUBMITTALS:

A. On actual wall surfaces and interior building components, produce painted finishes of specified color samples. On at least 100 sq.ft. of surface as directed, provide full-coat finish samples.

3. QUALITY ASSURANCE: A. Where not otherwise specified, follow recommendations of "Architectural Spacifications Manual" by Painting & Decorating Contractors of America.

B. Provide primers and other undercoat paint produced by same manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits.

C. Perform prepraration and cleaning procedures in strict accordance with the paint manufacturer's instructions for each particular substrate condition.

4. PRODUCTS: A. Colors and Finishes: As indicated on Finish Schedule an das selected by Architect.

B. Provide manufacturer's recommended oil-base paint, stain or finish system at galvanized steel, shop primed metal, exterior wood, wood windows and doors, interior trim, exposed metals, mechanical and electrical systems, and all interior wood.

C. Provide manufacturer's recommended water-based paint or finish systems at interior gypsum board and interior and exterior plaster.

D. Stained trim and millwork shall receive one coat stain, one coat sanding sealer, steel wool wipe and two coats clear glass varnish unless noted otherwise in finish schedule.

E. For interior applications use paints and coatings that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA method 24) and the following chemical restrictions:

1. Flat Paints & Coatings: VOC no more than 50 g/L.2. Non-Flat Paints & Coatings: VOC not more than 150 g/L.3. Anti-Corrosive Coatings: VOC not more than 250 g/L.4. Varnishes & Sanding Sealers: VOC not more than 350 g/L.5. Stains: VOC not more than 250 g/L.6. Aromatic Compounds: Paints and coatings shall not contain more than

1.0 percent by weight total aromatic compounds (hydrocarbon compunds containing one or more benzene rings).

7. Restricted Components: Paints and coatings shall not contain any of the following:

a. Acrolein.b. Acrylonitrile.c. Antimonyd. Benzene.e. Butyl benzyl phthalate.f. Cadmium.g. Di (2-ethylhexyl) phthalate.h. Di-n-butyl phthalate.i. Di-n-octyl phthalate.j. 1,2 - dichlorobenzene.k. Diethyl phthalate.l. Dimethyl phthalate.m. Ethylbenzene.n. Formaldehyde.o. Hexavalent chromium.p. Isophorone.q. Lead.r. Mercurys. Methyl ethyl ketone.t. Methyl isobutyl ketone.u. Methylene chloride.v. Naphthalene.w. Toluene (methylbenzene).x. 1,1,1 - trichloroethane.y. Vinyl chloride

E. PAINTING:

1. GENERAL:

A. Toilet and bath accessories, as shown on the drawings and schedules.


A. Conform to requirements of ASTM F446 for accessories for test methods, anchorage and functional performance.

3. PRODUCTS:

A. MATERIALS:

(1) Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 33 gage minimum, unless otherwise indicated.

B. Provide toilet and bath accessories as manufactured by Bobrick or equal, as listed in Toilet Accessory Scheudule and shown on drawings.

DIVISION 10 - SPECIALTIES A. TOILET ACCESSORIES:

1. Conform to N.F.P.A. pamphlets #10, 10A and manufactured by: J.L. Industrial Morris Industries (FYRFYTER) or equal. Provide wall mounted extinguisher at each unit undder kitchen sink. Submit shop drawings for approval.

B. PORTABLE FIRE EXTINGUISHERS:

1. See Electrical Specifications.

DIVISION 11 - EQUIPMENT A. ELECTRICAL:

B. RELATED WORK DESCRIBED ELSEWHERE:

1. Plumbing:Work of Section"Plumbing" includes setting of faucets and connections to

services, interconnections of equipment; floor drains in vicinity of indirect drain outlets; faucets and trim.

2. Electrical:All line switches, safety cutout, control panels, fuse boxes and other controls,

electrical receptacles, fittings and connections, except as otherwise specified in Section "Electrical". Electrical Contractor, Section "Electrical", will make final connection to the building from all junction boxes.

DIVISION 12 - FURNISHINGS Furnished by Owner.

DIVISION 13 - SPECIAL CONSTRUCTION Not Applicable.

DIVISION 14 - CONVEYING SYSTEMS Not Applicable.

DIVISION 15 - MECHANICAL A. PLUMBING:

1. See Plumbing Specifications.

B. HEATING, VENTILATING, AIR CONDITIONING AND EXHAUST HOODS:

1. See Mechanical Specifications.

DIVISION 16 - ELECTRICAL See Electrical Specifications


SHEET NUMBER:

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:

A8.1

OUTLINESPECIFICATIONS

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ENGINEERING

SUITE 201

A T T : T H E S E M A T E R I A L S A R E O W N E D A N DC O PYRI G HTED BY D EN IS MI LL ER CONSULTI N GENGINEERS, INC (DMC) AND CONTAIN TECHNICAL,DESIGN, AND CONFIDENTIAL INFORMATION WHICH ARETRADE SECREST AS DEFINED BY STAT LAW. ACESS TOTHESE MATERIALS IS GIVEN ONLY TO APPROVEDCONTRACTORS AND MATERIAL MEN AND ONLY FOR USEIN THE BIDDING AND CONSTRUCTION OF THE PROJECTDEPICTED BY THESE MATERIALS. ANY USE OF THISI N F O R M A T I O N F O R P U R P O S E B E Y O N D T H O S EEXPRESSLY PERMITTED BY DMCE IS A VIOLATION OFSTATE AND FEDERAL LAW AND MAY SUBJECT THE USERT O C I V I L A N D C R I M I N A L P E N A L T I E S .

M1.0.DWG 10/2/2018 2:19 PM

10-02-18

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M0.1

MECHANICAL NOTES

1. Identify all HVAC and refrigeration equipment as to the area served by the equipment. Identification

shall be engraved plastic tags permanently affixed to each piece of equipment.

2. Provide all curbs, supports, and anchors for mechanical work. No chain, tape, or wire may be used for

hanging or supporting. Provide and install all necessary shims and leveling devices to properly install all

equipment in a level condition.

3. Receive, uncrate, assemble, insure, and install in conformance to Manufacturer's recommendations all

equipment furnished by this contract and furnished by the Owner.

4. The new mechanical systems consisting of the air distribution system with: ductwork, flexible duct,

diffusers, grilles, dampers, control systems, etc. shall be by the mechanical contractor.

5. Ceiling cavity is not a return air plenum.

6. Duct dimensions are clear inside dimensions. Overall outside duct dimensions shall be adjusted to allow

for any liner thickness.

7. All sheet metal to be made and installed to SMACNA Seal Class B standards with 45 degree maximum

reducing, 30 degree maximum expanding transitions. All exposed rectangular ducts to be paint lock

galvanized. Provide hollow blade turning vanes on 1.5 centerline radius for all elbows and tees. HVAC

supply and return rectangular ducts to have a minimum [1/2” thick, R2.2 thermal

performance, 0.5 NRC sound absorption rated] duct liner. All outside air ducts to have 2" thick, R8

insulation, 0.9 NRC sound absorption rated, UL 181 Class One fiberglass duct liner attached with

Stic-Klips 15" o.c. each way and 100% coverage of flame proof adhesive. Increase duct to allow for

liner. Seal all duct air tight with two coats of duct sealant. Duct sealant to be clear paintable silicone

caulk on all exposed ductwork. All evaporative cooled supply air ducts shall have 1-1/2ò, 3/4-lb density

blanket insulation with foil Scrimcraft facing. Foil tape all joints. Do not use any duct liner on

evaporatively cooled supply air ducts.

8. Caulk all duct joints air and water tight with permanent commercial caulk per Manufacturer's

recommendations.

9. Concealed round ducts shall be low pressure construction, sealed air tight and externally insulated with

1-1/2", 3/4 lb. density blanket insulation with foil Scrimcraft facing. Seal all joints with caulk air tight.

10. Exposed round ducts shall be standard galvanized or paint lock spiral one gage heavier than SMACNA

Standard. Hard pipe to diffusers (no flex allowed) and seal with clear, paintable, silicone caulk.

11. Interior of all ducts visible through grilles, diffusers, etc. to be painted with two coats flat black paint.

12. All flexible ductwork used shall be insulated semi-rigid flexible duct, Flexmaster 5M, or Thermoflex XMK,

and shall conform to local codes. Make flexible duct connections with draw bands and sheet metal

screws at each end of flex. All flexible duct to be same size as diffuser connection. Limit flexible

ductwork to 8-ft. maximum length. No flex duct allowed in exposed areas.

13. All round duct takeoffs shall be conical bell mouth spin-in fittings where duct dimension allows.

14. This contractor shall coordinate all ductwork with other trades prior to installation.

15. Weatherproof all mechanical roof penetrations per codes and all roofing manufacturer recommendations.

16. Provide fire or smoke detectors on return for mechanical systems over 2000 CFM as required by codes

or building standards. If two or more mechanical systems (i.e. rooftop units) serve the same area and

when combined exceed 2000 CFM, a fire or smoke detector shall be installed on the return of each unit

when required by local authorities.

17. Provide sleeves and collars for all ductwork and pipes through walls, floors, and ceilings. Seal all

external penetrations weather tight with exterior commercial grade caulk. Fireproof all penetrations of

fire rated walls, floors and ceilings.

18. Confirm voltage, phase, and ampacity with Electrical Contractor prior to ordering equipment. All control

and interlock wiring for Mechanical equipment by mechanical contractor. Three phase motors to have

magnetic starters with protection on all three leads. Controls and heating/cooling equipment to

automatically restart after power failure. All wire to be in conduit where required by code.

19. All recirculated air shall pass through standard 30% MERV 8, throw away filters. Provide one additional

clean set for Owner at project completion.

20. A minimum clearance of 36 inches shall be provided around any equipment or comply with

manufacturer's requirements (i.e., fans, pumps, boilers, air conditioners, etc.) for service and

maintenance. Gas fired appliances shall be vented per the manufacturer's listing. Provide combustion

air as required per code.

21. TEMPERATURE CONTROLS - The HVAC System controls are to be fully automatic. All controls are to

be electric. Temperature control setup and setback shall be accomplished by means of a new

electronic thermostat with the following features being standard:

a. Adjustable heating and cooling setpoints.

b. Night and weekend programmable setback.

c. Automatic changeover between heating and cooling cycles.

d. Minimum eight (8) hour battery backups during power failure.

e. Optimal system startups to ensure correct temperature at occupancy.

f. Lockable covers.

g. All control systems shall be designed and provided by a control manufacturer who has been in the

business of manufacturing, designing and installing control components and systems for a minimum

of ten (10) years.

22. SEISMIC BRACING REQUIREMENT - Seismic restraints provided per applicable State Building Code

and SMACNA Seismic Restraint Manual Guidelines for mechanical systems. Submit shop drawing of

proposed restraints, structural attachments methods with restraint locations to architect for review and

approval prior to installation. Submitted documents shall be approved and stamped by

licensed professional engineer.

GENERAL NOTES

1. Follow all applicable Codes and Ordinances. Pay all fees and permits and attain the same.

2. All equipment, insulation, and controls to meet local jurisdictional authority's adopted Energy Code.

3. Visit site and ascertain existing conditions prior to bid.

4. The information presented on this drawing is diagrammatic and is not to be scaled. It does not necessarily

represent all elbows, duct extensions, offsets, hangers, etc. required for a complete working system.

5. As-built scale drawings shall be submitted to Architect/Owner at completion showing all piping, duct, and

equipment changes.

6. Shop drawings shall be submitted on all valves, fixtures, insulation, G.R.D.'s and equipment for response

prior to order release for production. Send Email copies only in PDF format. Clearly note any deviation

between submitted items and specified items on the cover sheet of the submittal. Failure to submit may

cause specified items to be rejected and replaced at contractor's expense.

7. Extra costs or changes allowed only if approved in writing by Architect/Owner with dollar amount prior to

ordering. No extensions of completion time allowed without written authorization.

8. This Contractor is responsible for verifying all field conditions prior to the purchase of any materials and

the commencement of any work and is to notify the Architect of any discrepancies for resolution.

9. Provide Owner with 3 sets of typewritten and bound "Operating Instructions" for all systems and

equipment, including manufacturer's maintenance manuals. Include approved equipment submittals,

equipment start-up reports, lubrication, filter types and sizes, balance report, starting and stopping

procedures, and list service contractor's 24 hour telephone numbers.

10. Conceal all work in finished areas.

11. Cut and patch to match adjacent areas. No structural member shall be cut or notched without structural

engineer's written approval.

12. Guarantee all labor and equipment for one year from the date of acceptance by Owner.

13. Provide factory authorized start-ups and written start-up reports on all equipment.

14. Fireproof all penetrations of rated floor/wall/ceiling/roof assemblies. Fireproofing and installation to be UL

classified and ICBO approved, suitable for moisture and vibration. Use Metalcaulk by Rectorseal or equal.

Install per all manufacturer recommendations. Submit fire stop schedule by manufacturer.

15. Provide nickel-plated floor, wall, and ceiling escutcheons of adjustable type on all pipes passing through

walls, partitions, and floors after painting is completed.

MECHANICAL SPECIFICATIONS

SEQUENCE OF OPERATION

1. KEF 1 & 2, MUA 1 & 2, GREASE HOODS, FIRE SUPPRESSION - SEE M2.0, M2.1, AND KITCHEN

GREASE HOOD/KEF/MUA SUBMISSION.

2. RTU 4 & 5 OPERATE FROM NEW PROGRAMMABLE THERMOSTAT. DURING OCCUPIED HOURS

RTU OA DAMPER SHALL OPEN TO CFM SPECIFIED.

3. RCP-1 OPERATE FROM TACO 265-3 DIGITAL TIMER AND 563-2 SNAP ACTION AQUASTAT.

4. EF2 BATHROOMS - SWITCH ON WITH LIGHTS.

5. EF2 MOP ROOM - SWITCH ON WALL.

6. EF3 RUN CONTINUOUS FROM SWITCH ON WALL. INTERLOCK WITH SF1 & EC1.

7. SF1 SHALL START AND OA DAMPER SHALL OPEN WHEN EF3 IS SWITCHED ON.

8. EC1 SHALL OPERATE AS FOLLOWS

a. FIRST STAGE HEATING ON WHEN OA TEMP IS 50 DEG OR BELOW.

b. SECOND STAGE HEAT ON WHEN OA TEMP IS 20 DEG OR BELOW.

c. THIRD STAGE TO CYCLE ON WHEN THERMOSTAT SET AT 65 DEG CALLS FOR HEAT.

NOTE:

1. OA SENSOR TO BE LOCATED IN OA DUCT.

2. PROVIDE AIR FLOW SWITCH TO LOCK OUT ELECTRIC HEATER UNLESS FULL AIR FLOW IS

DETECTED.

BALANCING NOTES

1. Air balance shall be by independent, NEBB certified Contractor in accordance with the contract

drawings. Provide NEBB certified report to Owner (3 sets).

2. Mechanical contractor shall put heating, ventilating, and air conditioning systems and equipment into full

operation and shall continue the operation of same during each working day of testing and balancing.

3. Balancing agency shall include an extended warranty of 90 days, after completion and architect or

engineer's approval of test and balance work, during which time the architect or engineer at their

discretion may request a recheck, or resetting of any outlet, supply air fan, or exhaust fan as listed in the

test report.

4. The balancing agency shall perform the tests and balance the air distribution for all systems including:

supply and exhaust fans CFM, RPM, and amperage; main supply and return ducts pilot traverse, supply

diffusers and registers, and main exhaust ducts.

5. Test and record the static pressure drops across all components of the air conditioning system including:

heating section, cooling coil, and filter section.

6. In cooperation with the control manufacturer's representative, adjust automatically operated dampers to

operate as specified, indicated and/or noted. Testing agency shall check controls for proper calibrations

and list controls requiring adjustment by control installers.

7. As a part of the work of this contract, the contractor shall make any changes in the pulleys, belts, and

dampers or the addition of dampers and minimum positions switches required for correct balance as

recommended by the balancing agency at no additional cost to the owner.

8. Balancing contractor shall verify correct operation of all economizer control systems including fault

detection, minimum and maximum outside air flows and report on same.

9. Provide balance and report of minimum outside air quantities on plans.

10. Balance all recirculated domestic hot water systems and provide written report.

Oct 2, 2018

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A T T : T H E S E M A T E R I A L S A R E O W N E D A N DC O PYRI G HTED BY D ENIS MI LL ER CONSULTI N GENGINEERS, INC (DMC) AND CONTAIN TECHNICAL,DESIGN, AND CONFIDENTIAL INFORMATION WHICH ARETRADE SECREST AS DEFINED BY STAT LAW. ACESS TOTHESE MATERIALS IS GIVEN ONLY TO APPROVEDCONTRACTORS AND MATERIAL MEN AND ONLY FOR USEIN THE BIDDING AND CONSTRUCTION OF THE PROJECTDEPICTED BY THESE MATERIALS. ANY USE OF THISI N F O R M A T I O N F O R P U R P O S E B E Y O N D T H O S EEXPRESSLY PERMITTED BY DMCE IS A VIOLATION OFSTATE AND FEDERAL LAW AND MAY SUBJECT THE USERT O C I V I L A N D C R I M I N A L P E N A L T I E S .

M1.0.DWG 10/2/2018 2:19 PM

10-02-18

RJS

DJM

M0.1

MECHANICAL SCHEDULES

Oct 2, 2018

UP

BASEMENT

001

STORAGE

004

STORAGE

005

SF1

14/1210"Ï

10"Ï

T

18/18

RETURN DUCT UP

THROUGH CHASE

EC1

FROM ABOVE

OPEN END DUCT

PROVIDE 1/4" BIRD

SCREEN MESH

8"Ï

F

10/6

200 CFM

D

8/4

200 CFM

S M

T

T

18/12

(E) 1" MIN

(N)GPRV SIZED AT 900

CFH FROM 14" WC TO

7" WC

UP TO COOK LINE SEE

SHEET P0.2 FOR

SCHEMATIC DRAWING

RE-USE EXISTING AUTO GAS SHUTOFF

VALVE AND CONTROL FROM GREASE

HOOD/EXHAUST SYSTEM.

DOWN

FROM

METER

1 2 3 4 5

A

B

C

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ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

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M1.0.DWG 10/2/2018 2:19 PM

10-02-18

BASEMENT - MECHANICAL

SCALE: 1/4" = 1'-0"

1

M1.0

RJS

DJM

M1.0

BASEMENT MECHANICAL PLAN

Oct 2, 2018

101

D

14X8X10"ū

550 CFM

(R) HOOD

(N) HOOD

(E) RTU 5

(E) RTU 4

(E)EF

(N)EF2

WITH

6" VTR

(N)20" RND. 16 GA. WELDED

GREASE EXHAUST DUCT UP TO

(R) KEF. INSTALL GREASE DUCT

WRAP PER AJH REQUIREMENTS.

(N)EF2

WITH

6" VTR

12/20 UP

12/24 UP

REPLACE ALL EXISTING GRILLES WITH

NEW IN SAME PLACE AND INFILL TO

MATCH EXISTING CEILING. PROTECT

INTERNAL OBD FROM PAINT SPRAY.

(E) 20/18

(E) 29/11

10X8 CLEAR DOWN

WITH 2" LINER

14X12 OD

UTILITY

CHASE

14X4

250 CFM

D

(E)EF

(E) 75 CFM 6"ū

(TYP OF 2)

C

9X9X10"ū

550 CFM

2-WAY

C

9X9X8"ū

200 CFM

2-WAY

C

9X9

200 CFM

1-WAY

24/24

B

14X4X8"ū

250 CFM

D

24/24

B

D

14X4

275 CFM

TYPICAL OF 5

D

14X4X8"ū

250 CFM

D

18X5

400 CFM

14X4X8"ū

250 CFM

D

14X4X8"ū

300 CFM

D

8"ū

10"

VTR

10"ū 6"

ū8"ū

18"ū

(N)KEF-1

(N)16" RND. 16 GA. WELDED

GREASE EXHAUST DUCT UP TO

(N) KEF-1. INSTALL GREASE

DUCT WRAP PER AJH

REQUIREMENTS.

G

GAS UP TO ROOF

GAS UP TO ROOF

GAS DOWN TO

BASEMENT

EXISTING GAS PIPE TO REMAIN

WIRE BRUSH ALL EXTERIOR

PIPE AND PAINT ALL PIPE NEW

AND EXISTING WITH (2) COATS

OF UV PROTECTED BLACK

ENAMEL PAINT

M

14X12

400 CFM

12" AFG

ORDER ADDITIONAL GAS

SERVICE AND INCREASE

DISTRIBUTION PRESSURE

FORM XCEL - 800 CFH, 1/2"

PSI (100 FT MAX RUN)

NOTE: ALL PIPING SIZED PERTABLE 402.4(3) AT DISTANCE FROM METERTO FURTHEST APPLIANCE FOR EACHOF 3 RUNS. 3”wc MAX PD IN 14” wcDISTRIBUTION SYSTEM

1 2 3 4

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ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

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M1.0.DWG 10/2/2018 2:19 PM

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FIRST FLOOR - MECHANICAL

SCALE: 1/4" = 1'-0"

1

M1.1

DJM

RJS

M1.1

FIRST FLOOR MECHANICAL PLAN

Oct 2, 2018

(E) RTU 5

(E) RTU 4

(N)KEF-1

(R)KEF

(N)MUA-1(R)MUA

(N)EF3

FIELD CONVERT EXISTING MUA TO DOWN

DISCHARGE PER MANUFACTURERS

INSTRUCTIONS. SEE DETAILS THIS SHEET.

EXTEND FAN DISCHARGE ON THIS

FAN TO 3 FT. ABOVE RTU OA

INTAKE. USE MANUFACTURERS

STANDARD FAN EXTENSION KIT

CONDENSING UNIT. SEE

DETAIL FOR NEW 30X36 CURB.

(N) 10" VTR

(E) 1-1/4" NG

(E) 3/4" NG

(N) 3/4" NG

(N) 3/4" NG

(E) 3/4" NG

(N) 3/4" NG

CONSTRUCTION NOTES:

PROVIDE NEW MANUAL OUTSIDE AIR

INTAKE HOOD AND SET FOR CFM

LISTED ON SCHEDULE

PROVIDE NEW GPRV RATED AT CFH

LISTED ON RTU. SCHEDULE TO

REDUCE GAS PRESSURE FROM 14" WC

TO 7" WC.

WIRE BRUSH ALL EXTERIOR PIPE AND

PAINT ALL PIPE NEW AND EXISTING

WITH (2) COATS OF UV PROTECTED

BLACK ENAMEL PAINT

SUPPORT ALL NEW AND EXISTING

ROOF MOUNTED PIPING ON B-LINE

SUPPORTS. SEE DETAIL THIS SHEET.

1

2

2

2

1

1

220 CFH

170 CFH

150 CFH

92 CFH

3

4

3 4

3 4

3 4

PROVIDE NEW CURB FOR

EXISTING AND RELOCATED MUA

1 2 3 4

A

B

C

ADJUSTABLECONE FLASHING

NO SCALE

ROOFING

ROOF DECK &INSULATION.

STORMCOLLAR

DUCT THRU

ROOF DETAIL

SUPPORT PLATE

NO SCALE

ROOFING

ROOF DECK &INSULATION.

ADJUSTABLECONE FLASHINGSTORM

COLLAR

PIPE THRU BUILT UP ROOF

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ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

ENGINEERING

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M1.0.DWG 10/2/2018 2:19 PM

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ROOF PLAN - MECHANICAL

SCALE: 1/4" = 1'-0"

1

M1.2

DJM

RJS

M1.2

ROOF MECHANICAL PLAN

B-LINE ROOFTOP SUPPORT DETAL

FUTURE GAS PIPING

NO SCALE

NOTES:1. ALL GAS PIPING INSTALLED AFG, SHALL BE ELEVATED NOT LESS THAN 3-1/2" ABOVE THE ROOF SURFACE.2. ALL GAS PIPING SHALL BE SUPPORTED AND LOCATED FOR PROTECTION FROM PHYSICAL DAMAGE.3. ALL GAS PIPING TO BE INSTALLED PER ALL MANUFACTURER RECOMMENDATIONS AND PER CURRENT VERSION OF IFGC 404.7.4. EQUALS BY WOODFORD MODEL 68 (8” WALL DEPTH), MAPA STRUT

MODEL # MS-10SA10-P (3/8” ALL-THREAD, 10” STRUT, 10” VERTICAL ADJUSTABILITY) AND/ORMODEL # MS-12SA10-P (1/2” ALL-THREAD, 12” STRUT, 10” VERTICAL ADJUSTABILITY).

Oct 2, 2018

FLEX CONDUITFOR FIELD

WIRING

5 9/16" 11 1/2"

3 7/8"

13 1/4"

3 3/4"

LIFTING LUG

36 3/4"

36 3/4"

AIRFLOW

BLOWER/MOTORACCESS DOOR24" SERVICECLEARANCE REQ.

71"

16 1/4"

SERVICEDISCONNECT

SWITCH

AIRFLOW

3/4" NPT

7 13/16"

39 9/16"

DIRECT FIRED MODULE

AIRFLOW6 1/4"

18"

4 1/2"

16"

Ø1 1/2"WATER

DRAIN

AIRFLOW

Ø1/2" NPTWATER INLET

WATER FILTER REQUIREDPROVIDED BY PLUMBER

FILTER/CONTROLACCESS DOOR

LPD CELDEK

AIRFLOW

27 3/8"

16 1/4"

20"

21"

20" EQUIPMENT CURB

CURB OUTER WALL

DISCHARGE OPENING

32 1/8"

29 3/4"

42 1/8" 32 1/8"

ADJUSTABLELEG

160"

14"

48"MINIMUMSTRAIGHT

DUCT

FAN #2 A1-D.250-G10 - HEATER1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 10" BLOWER2. EVAP COOLER (LPD CELDEK) – W/INTAKE HOOD W/EZ FILTERS3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT4. COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED.5. MOTORIZED BACK DRAFT DAMPER 16" X 18" FOR SIZE 1 STANDARD & MODULAR HEATER UNITS W/EXTENDED SHAFT, STANDARD GALVANIZED CONSTRUCTION, 3/4" REAR FLANGE, LOWLEAKAGE, TFB120S ACTUATOR INCLUDED6. LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION.7. GAS PRESSURE GAUGE, 0-35", 2.5" DIAMETER, 1/4" THREAD SIZE8. GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5" DIAMETER, 1/4" THREAD SIZE9. FREEZE PROTECTION DRAIN CONTROL KIT FOR EVAPORATIVE COOLERS. INCLUDES 3-WAY WATER SOLENOID VALVE 8316G064 (SHIPPED LOOSE), PRESSURE SWITCH INSTALLEDUPSTREAM OF 2WAY SOLENOID IN UNIT, BRASS TEE, 2 NPT HALF INCH NIPPLES, AND TWO STAGE THERMOSTAT T678A1361. FIELD WIRING REQUIRED BY OTHERS FOR 3-WAY VALVE. FORBOTH CELDEK AND STANDARD V-BANK TYPE CONFIGURATIONS.10. EXTRA SET OF V-BELTS. ONLY TO BE ORDERED AS FAN OPTION AT TIME FAN IS ORDERED.

NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE UNLESSOTHERWISE SPECIFIED. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OFTHE EQUIPMENT.SUGGESTED STRAIGHT DUCT SIZE IS 14" x 14" x 48" LONG.

SUPPLY SIDE HEATER INFORMATION:

WINTER TEMPERATURE = 6°F. TEMP. RISE = 80°F.BTUs CALCULATED OFF ACTUAL AIR DENSITYOUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 150740INPUT BTUs AT ALTITUDE OF 0.0 ft. = 163848OUTPUT BTUs AT ALTITUDE OF 5063 ft. = 125128INPUT BTUs AT ALTITUDE OF 5063 ft. = 136008

ROOF OPENING 2" SMALLER THAN CURB DIMENSION.

Direct Fired (DF) Profile Plate Assembly

Direct Fired Profile Plate Specifications:Description:Direct fired burners shall have patented (US Patent No.: US6629523B2), self-adjusting profileplates designed to ensure proper air velocity and pressure drop across the burner. Profile

Application:Spring-loaded burner profile plates are engineered to automatically react to the momentum ofa fresh air stream, without the need for any motors or actuators to mechanically adjust them.With this feature, all DF units are designed for demand control ventilation (DCV) requirements.

Certifications:All profile plate assemblies shall be included in the DF unit's ETL listing and comply with combinedsafety standards ANSI Z83.4 and CSA 3.7 (non-recirculating DF heaters) and ANSI Z83.18

General Construction:-Profile plates shall be formed from G90 galvanized steel.-Profile plates shall vary in size per unit. -Profile plates shall be mounted along the same plane as the discharge of the burner. -Design shall incorporate properly torqued, permanently mounted spring hinges.

plates shall allow burners to achieve clean combustion by limiting by-product levels to amaximum of 5ppm of carbon monoxide (CO), and 0.5ppm of nitrogen dioxide (NO2).

(recirculating DF heaters).

-Spring hinges shall be made from plated steel.

units shall be configured with the blower mounted downstream of the burner. This arrangementwill ensure a consistent airflow, regardless of inlet air temperature.

EF1 DU85HFA 2000 1.000 1471 0.750 0.5240 1 115 8.8 633 FPM 97 18.1

FANUNIT NO. TAG FAN UNIT MODEL # CFM ESP. RPM H.P. B.H.P. Ø VOLT FLA DISCHARGE VELOCITY

WEIGHT(LBS.) SONES

MUA-1 A1-D.250-G10 G10 A1-D.250 - 1800 0.500 1163 1.000 0.7130 1 115 9.0 91.0°F 60.0°F 70.0°F 60.0°F 836 21 92

FANUNIT NO. TAG FAN UNIT MODEL # BLOWER HOUSING MIN

CFMDESIGN

CFM ESP. RPM H.P. B.H.P. Ø VOLT FLA EVAP COOLERENTERING DB TEMP.

EVAP COOLERENTERING WB TEMP.

EVAP COOLERLEAVING DB TEMP.

EVAP COOLERLEAVING WB TEMP.

WEIGHT(LBS.) SONES

BURNEREFFICIENCY(%)

2 136009 125128 80 deg F 7 in. w.c. - 14 in. w.c. Natural

FANUNITNO.

TAG INPUT BTUs OUTPUTBTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE

1

2

1 - Grease Box1 - Fan Base Ceramic Seal - Installed At Plant - For Grease Ducts1 - ECM Wiring Package-Exhaust - PWM Signal from ECPMO3 Prewire (NIDEC Motor)1 - AC Interlock Relay - 24VAC Coil1 - Motorized Backdraft Damper for A1-D Housing

1 - Low Fire Start1 - Inlet Pressure Gauge, 0-35"1 - Manifold Pressure Gauge, -5 to 15" wc1 - Freeze Protection Drain Kit for Evaporative Coolers

1 - Extra Set of Belts

FANUNITNO.

TAG OPTION (Qty. - Descr.)

12

YESYES

FANUNITNO.

TAG

EXHAUST

GREASECUP

GRAVITYDAMPER

WALLMOUNT

SUPPLY

SIDEDISCHARGE

GRAVITYDAMPER

MOTORIZEDDAMPER

WALLMOUNT

12

# 1# 2# 2

44 LBS63 LBS

CurbCurbRail

23.000"W x 23.000"L x 26.000"H Vented Hinged

21.000"W x 71.000"L x 20.000"H Insulated4.000"W x 4.000"L x 36.000"H

NO. ON FAN WEIGHT ITEM SIZE

- VARIABLE SPEED CONTROL

- THERMAL OVERLOAD PROTECTION (SINGLE PHASE)- HIGH HEAT OPERATION 300°F (149°C)

- WEATHERPROOF DISCONNECT

EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION.

NORMAL TEMPERATURE TEST

22 1/2

24 3/4

31 7/8

14 7/8

2

23

- INTERNAL WIRING

- ROOF MOUNTED FANS- RESTAURANT MODEL

FEATURES:

- DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS)

DUCTWORK BETWEENEXHAUST RISER ON HOODAND FAN (BY OTHERS)

30 1/2

GREASE DRAIN

- GREASE CLASSIFICATION TESTING

- UL705 AND UL762 AND ULC-S645

ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION.

3" FLANGE

22 1/222 1/2

ROOF OPENINGDIMENSIONS

20 GAUGE

CONSTRUCTIONSTEEL

26"

23"

23"

VENTED CURB

EXAMPLE: 7/12 PITCH = 30° SLOPE

PITCHED CURBS ARE AVAILABLEFOR PITCHED ROOFS.

SPECIFY PITCH:

0"

0°12"

FAN #1 DU85HFA - EXHAUST FAN

OPTIONS

GREASE BOX.FAN BASE CERAMIC SEAL - INSTALLED ATPLANT - FOR GREASE DUCTS.ECM WIRING PACKAGE-EXHAUST - PWMSIGNAL FROM ECPMO3 PREWIRE (NIDECMOTOR).

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16 N 1ST AVE. E

ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

ENGINEERING

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M1.0.DWG 10/2/2018 2:19 PM

10-02-18

DJM

RJS

M2.0

EQUIPMENT SPECIFICATIONS

Oct 2, 2018

8' 0"Nom./8' 0.00"OD

8'-1.00" Overall Length

54"

18"

24 1/4"

9"

12"

28"

48 1/2"

9"

12"

28"

1" LAYER OF INSULATIONFACTORY INSTALLED IN1.00" END STANDOFF MEETS0" REQUIREMENTS CLEARANCETO COMBUSTIBLE SURFACES.

1"

3"

48" 48"

9"

10"

19"

U.L. Listed L55 Series E26 Canopy Light Fixture - High TempAssembly

3" INTERNAL STANDOFF

GREASE DRAINWITH REMOVABLE CUP

SEE HOOD TABLE

§EXHAUST RISER

HANGING ANGLE

L55 SERIES E26 CANOPY LIGHT FIXTURE -HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMALAND SHOCK RESISTANT GLOBE (L55 FIXTURE)

23.5% OPEN STAINLESSSTEEL PERFORATED PANEL

ATTACHING PLATESSUPPLY RISER WITHVOLUME DAMPER

6"

2 3/4"

18"

18"

EQUIPMENTBY OTHERS

48.0" MAX

80"

24" NOM.

54"

IT IS THE RESPONSIBILITYOF THE ARCHITECT/OWNER TO

ENSURE THAT THE HOOD CLEARANCEFROM LIMITED-COMBUSTIBLE

AND COMBUSTIBLE MATERIALSIS IN COMPLIANCE WITH

LOCAL CODE REQUIREMENTS.

16" SS BAFFLE WITHHANDLES AND HOOK

15424

ND-2-PSP-F8' 0" 600 Deg. 2000 10" 19" 4" 2000 1516 -0.450" 1600

430 SSWhere Exposed ALONE ALONE

HOODNO. TAG MODEL LENGTH

MAX.COOKING

TEMP.

EXHAUST PLENUM

TOTAL EXH.CFM

RISER(S)

WIDTH LENG. HEIGHT DIA. CFM VEL. S.P.

TOTALSUPPLY CFM HOOD CONSTRUCTION

HOOD CONFIG.

END TOEND ROW

1 SS Baffle with Handles 5 16" 16" 30% 3 L55 Series E26 NO NO 434 LBS

HOODNO. TAG

FILTER(S)

TYPE QTY. HEIGHT LENGTH EFFICIENCY @ 7 MICRONS

LIGHT(S)

QTY. TYPE WIREGUARD

UTILITY CABINET(S)

LOCATION SIZEFIRE SYSTEM

TYPE SIZE

ELECTRICAL

MODEL #

SWITCHES

QUANTITY

FIRESYSTEMPIPING

HOODHANGING

WGHT

1 RIGHT END STANDOFF (FINISHED) 1" Wide 54" Long Insulated

HOODNO. TAG OPTION

1 Front 97" 18" 6"MUAMUA

12"12"

28"28"

800800

0.238"0.238"

HOODNO. TAG POS. LENGTH WIDTH HEIGHT TYPE

RISER(S)

WIDTH LENG. DIA. CFM S.P.

COLORADO REGIONAL SALES OFFICE7300 S. Alton Way, #5B, Centennial, CO 80112

PHONE: (720) 570-0981FAX: (919) 227-5999

FOR QUESTIONS, CALL THE

*** NOTE ***ALL WALLS AND STRUCTURES THAT COMEWITHIN 18" OF HOOD MUST BE METAL STUDSAND SHEETROCK. WOOD STUDS OR ANYOTHER COMBUSTIBLE MATERIAL WITHIN 18"OF HOOD NOT ALLOWED

*** NOTE ***

HOOD MANUFACTURERRECOMMENDS NO RETURNSOR 4-WAY DIFFUSERSWITHIN 10 FEET OF HOODIN ALL DIRECTIONS.

*** NOTE ***

MAKE-UP AIR SHALL BEDELIVERED INTO SPACEIN MANNER THAT WILL NOTDISRUPT HOODS ABILITYTO CAPTURE AND CONTAIN.

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ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

ENGINEERING

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M1.0.DWG 10/2/2018 2:19 PM

10-02-18

DJM

RJS

M2.1

EQUIPMENT SPECIFICATIONS

Oct 2, 2018

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GFCI

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MATSUO ENGINEERING, LLC760 DEVINNEY COURT

CONSULTING ELECTRICAL ENGINEERS

(303) 231-8890 FAX (303) 672-8290GOLDEN, CO 80401

18.14.02

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:


E0.1

ELECTRICALLEGEND ANDONE-LINEDIAGRAM

09/25/2018

201825

TAN

GE

RIN

E37

9 M

AIN

STR

EET

LON

GM

ON

T, C

O

NO SCALEE0.11 ELECTRICAL ONE-LINE DIAGARM

10/05/2018ASI #1

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AFF

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RM

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W/O

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XFMR

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UON

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SDP

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TYP

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NTS

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RL

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OFOI

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OFCI

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MLO

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MIN

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HOA

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MDC

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MCC

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MCB

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MAX

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FACP

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EWC

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CCTV

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EPO

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AFG

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ANN

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CATV

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ATS

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CURRENT TRANSFORMER

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COMBINATION MAGNETIC MOTOR

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NON-FUSED DISCONNECT SWITCH

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PILOT LIGHT SWITCH

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THERMOSTAT

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MAGNETIC MOTOR STARTER WITH

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FUSED DISCONNECT SWITCH

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DIMMER SWITCH

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THERMAL OVERLOAD SWITCH

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DUAL TECHNOLOGY OCCUPANCY SENSOR

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KEY OPERATED SWITCH

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MOTOR

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TWO-POLE SWITCH

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FOUR-WAY SWITCH

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THREE-WAY SWITCH

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SINGLE POLE SWITCH

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PHOTOELECTRIC CELL

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RELAY

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FEEDER SCHEDULE

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TRANSIENT VOLTAGE SURGE

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GROUND FAULT INTERRUPTOR

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CONTACTS

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WP

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W/

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V

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TP

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SB

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PC

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OC

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NC

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NO

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NL

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NIC

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SHORT CIRCUIT CURRENT

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SERVICE WEATHERHEAD

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EQUIPMENT ENCLOSURE

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DRAW OUT CIRCUIT BREAKER

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CIRCUIT BREAKER

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AUTOMATIC TRANSFER SWITCH

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FUSED DISCONNECT SWITCH

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DISCONNECT SWITCH

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METER

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Isc

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GENERATOR

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GROUND

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FUSE

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IG

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GFI

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G

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E

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FA

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CB

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EM

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EP

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EC

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C

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OUTLET BOX

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CONVENIENCE RECEPTACLE, SPLIT

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FLOOR MOUNTED TWO DUPLEX

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FLOOR MOUNTED SPECIAL PURPOSE

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FLOOR MOUNTED DUPLEX

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JUNCTION OR PULL BOX

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TELEVISION OUTLET

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PUSHBUTTON STATION

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MICROPHONE OUTLET

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VOLUME CONTROL

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TIME CLOCK

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BUZZER

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BELL

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PAGING SPEAKER

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INTERCOM STATION

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SPECIAL PURPOSE RECEPTACLE,

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TWO DUPLEX RECEPTACLES IN TWO

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PLUGMOLD

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DUPLEX RECEPTACLE MTD 18"AFF, UON.

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%%UDEVICES

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LIGHTING PANELBOARD

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SHADING INDICATES FIXTURE TO

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PORCELAIN LAMP HOLDER, KEYLESS

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SHADING INDICATES FACE(S)

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ARROW(S) AS INDICATED

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ARROW(S) AS INDICATED

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SHADING INDICATES FACE(S)

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EMERGENCY LIGHTING UNIT

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WALL MOUNTED EXIT SIGN

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CEILING MOUNTED EXIT SIGN

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POLE MOUNTED FIXTURE

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2X4 FIXTURE

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STRIP LIGHT

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LIGHTING TRACK

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WALLWASHER

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DOWNLIGHT

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WALL MOUNTED FIXTURE

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WALL MOUNTED CAN FIXTURE

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ADJUSTABLE DOWNLIGHT

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%%UONE-LINE DIAGRAM

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POTENTIAL TRANSFORMER

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TRANSFORMER (#=KVA)

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A

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AC

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CONDUIT CONCEALED IN

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CAPPED CONDUIT

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BRANCH CIRCUIT HOMERUN

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FLOOR OR UNDERGROUND

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TELEPHONE BACKBOARD

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WALL OR CEILING

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CONDUIT CONCEALED IN

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EXPOSED CONDUIT

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RACEWAY TURNED AWAY FROM

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RACEWAY TURNED TOWARD

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TRANSFORMER

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%%ULIGHTING

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%%UDISTRIBUTION / RACEWAY

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ABOVE FINISHED FLOOR

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DETAIL NOTE REFERENCE

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OWNER FURNISHED, OWNER INSTALLED

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OWNER FURNISHED, CONTRACTOR

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UNLESS OTHERWISE NOTED

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SUB-DISTRIBUTION PANEL

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TAMPER PROOF

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WEATHERPROOF

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TRANSFORMER

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WITHOUT

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VOLTS

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WITH

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TYPICAL

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STANDBY

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REMOVE

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MAIN LUGS ONLY

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NOT IN CONTRACT

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NOT TO SCALE

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NORMALLY CLOSED

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NORMALLY OPEN

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PULLCHAIN

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RELOCATE

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ON CENTER

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NIGHT LIGHT

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MINIMUM

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ELECTRIC WATER COOLER

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GROUND FAULT CIRCUIT INTERRUPTOR PROTECTED

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ISOLATED GROUND

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MAIN DISTRIBUTION CENTER

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MOTOR CONTROL CENTER

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MAIN CIRCUIT BREAKER

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HAND/OFF/AUTOMATIC

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FIRE ALARM CONTROL PANEL

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MAXIMUM

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GROUND

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FIRE ALARM

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EXISTING

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ABOVE FINISHED GRADE

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EMPTY CONDUIT

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CIRCUIT BREAKER

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EXPLOSION PROOF

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EMERGENCY POWER OFF

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CLOSED CIRCUIT TELEVISION

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CABLE TELEVISION

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EMERGENCY

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ANNUNCIATOR

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CONDUIT

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%%UABBREVIATIONS

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ABOVE COUNTER

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AMPERES

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INDICATES #12AWG CONDUCTORS

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PH = PHASE CONDUCTOR,

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G = GROUND, N = NEUTRAL, NO

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N

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PH

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G

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SUBSCRIPT INDICATES SWITCHING LEG

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POWER POLE

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FLOOR MOUNTED COMB

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BE PROVIDED WITH AN EMERGENCY

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BOLLARD TYPE FIXTURE

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BALLAST AND MINIMUM 90 MIN. BATTERY

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VIEWER

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VIEWER

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T

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30

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AVAILABLE AT POINT INDICATED

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SUPRESSOR

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OVERLOAD PROTECTION

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R

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STARTER/FUSED DISCONNECT SWITCH

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S

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a

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S

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2

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S

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3

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S

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4

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S

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P

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S

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K

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S

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OS

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S

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TO

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WIRED

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RECEPTACLE

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RECEPTACLES

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RECEPTACLE

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POWER/TELE/DATA OUTLET

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ELECTRICAL LEGEND & ABBREVIATIONS

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SHORT CIRCUIT CURRENT

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I

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SC

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INSTALLED

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ROOT MEAN SQUARE

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RMS

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SYMMETRICAL

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SYM

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MARKS INDICATES 2#12&1#12G-1/2"C.

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DISTRIBUTION PANELBOARD

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%%UCEIL

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%%UWALL

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CONFIGURATION NOTED

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GANG BOX

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C = CLOCK; GFI = GROUND FAULT

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INTERRUPTING

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OVERLOADS

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MAGNETIC CONTACTOR

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CABLE TRAY

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TELEPHONE OUTLET MTD 18"AFF, UON. 2 GANG BOX WITH SINGLE GANG TRIM RING WITH 1"C TO ABOVE ACCESSIBLE CEILING

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FLOOR MOUNTED TELEPHONE OUTLET. 2 GANG BOX WITH SINGLE GANG TRIM RING WITH 1"C TO ABOVE ACCESSIBLE CEILING

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FLOOR MOUNTED COMBINATION TELEPHONE/ DATA OUTLET. 2 GANG BOX WITH SINGLE GANG TRIM RING WITH 1"C TO ABOVE ACCESSIBLE CEILING/BELOW ACCESS FLOOR

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COMBINATION TELEPHONE/DATA OUTLET. 2 GANG BOX WITH SINGLE GANG TRIM RING WITH 3/4"C TO ABOVE ACCESSIBLE CEILING/BELOW ACCESS FLOOR.

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FLOOR MOUNTED DATA OUTLET. 2 GANG BOX WITH SINGLE GANG TRIM RING WITH 1"C TO ABOVE ACCESSIBLE CEILING

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DATA OUTLET MTD 18"AFF, UON. 2 GANG BOX WITH SINGLE GANG TRIM RING WITH 1"C TO ABOVE ACCESSIBLE CEILING

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PM

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SHUNT TRIP

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ST

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%%UGENERAL NOTES - TENANT FINISH

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ALL CONDUCTORS SHALL BE COPPER AND THWN INSULATION UNLESS NOTED OTHERWISE. MC CABLE IS ACCEPTABLE WHERE ALLOWED BY THE CODE. ALL WIRE SHALL BE #12 UNLESS OTHERWISE NOTED. CONDUIT FITTINGS SHALL BE SUITABLE FOR USE WITH CONDUIT USED. PROVIDE NEW PANELBOARD DIRECTORIES TO REFLECT CIRCUITING CHANGES. SCHEDULES WILL BE TYPED AND INSERTED IN PLASTIC PROTECTORS ON INSIDE OF DOOR. ALL DEVICES SHALL BE FLUSH MOUNTED UNLESS NOTED OTHERWISE. CONCEAL ALL CONDUIT IN NEW WALLS. USE WIREMOLD RACEWAY IF CONCEALING CONDUIT IS NOT PRACTICAL. CONFIRM ALL SURFACE RUNS WITH ARCHITECT PRIOR TO ROUGH-IN. USE P-TOUCH TAPE OR KROY TYPE LABELS (BLACK ON CLEAR FOR NORMAL AND RED ON CLEAR FOR EMERGENCY) ON ALL DEVICES OUTSIDE OF COVER PLATE TO DESIGNATE CIRCUITRY. ALL J-BOXES SHALL BE CLEARLY MARKED. DEVICE FACEPLATE COLOR BY ARCHITECT. ALL RECEPTACLES SHALL BE MOUNTED AT THE SAME HEIGHT AND ORIENTATION AS RECEPTACLES IN THE SURROUNDING AREA. IN THE ABSENCE OF ANY SURROUNDING AREA RECEPTACLES, MOUNT AT 18" ABOVE FINISHED FLOOR WITH A VERTICAL ORIENTATION WITH GROUND ON TOP. IF HORIZONTAL MOUNT GROUND ON LEFT. ALL SWITCHES SHALL BE MOUNTED AT THE SAME HEIGHT AS SWITCHES IN THE SURROUNDING AREA. IN THE ABSENCE OF ANY SURROUNDING AREA SWITCHES, MOUNT AT 42" ABOVE FINISHED FLOOR. BACKBOXES SHALL BE CAST OR STEEL OF A CLASS AND SIZE TO SATISFY THE CONDITIONS AT EACH LOCATION. NEW SWITCHES SHALL BE RATED 20A, 120/277 VOLTS AC, SPECIFICATION GRADE, QUIET OPERATION, COLOR BY ARCHITECT. ALL RECEPTACLES SHALL BE NEMA 5-20R, GFI RECEPTACLES SHALL BE SPECIFICATION GRADE AND HAVE TEST/RESET FEATURES. PATIENT CARE AREAS MUST BE HOSPITAL GRADE WITH FULL INSULATED COPPER GROUND CONDUCTOR. OFFICES, CORRIDORS, AND KITCHENS SHALL BE SPECIFICATION GRADE. COLOR BY ARCHITECT.

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2.

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5.

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6.

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7.

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8.

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10.

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11.

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9.

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12.

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13.

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14.

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15.

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16.

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18.

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21.

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20.

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19.

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NEW BRANCH CIRCUIT BREAKERS SHALL MATCH THE MANUFACTURER OF THE PANELBOARD. NEW FIRE ALARM DEVICES ARE TO MATCH EXISTING DEVICES (I.E.. DETECTION STYLE AND MANUFACTURER). CONNECT USING MANUFACTURER'S RECOMMENDED CABLING; ALL FIRE ALARM CABLING SHALL BE RED. FIRE ALARM SHOP DRAWINGS, IF REQUIRED, SHALL BE PROVIDED UNDER A DEFERRED SUBMITTAL. LABEL ALL EXISTING PANELBOARDS IMPACTED BY THIS PROJECT USING PHENOLIC NAMEPLATES ATTACHED WITH METAL SCREWS IF NAMEPLATES ARE NOT PRESENT. PROVIDE SPACE FILLERS IN ANY SPACE. REFER TO ARCHITECTURAL AND MECHANICAL PLANS FOR DETAILS CONCERNING EXACT LOCATIONS AND MOUNTING HEIGHTS FOR DEVICES. PANELBOARD MANUFACTURERS SHALL BE GE, ITE, OR SQUARE "D" WITH COPPER GROUND BUS. ALL OUTLET ROUGH-INS TO BE APPROVED IN ELECTRIC BOX WALK-THRU WITH ARCHITECT, CONSTRUCTION MANAGER AND TENANT PRIOR TO CONDUIT PLACEMENT. BACK TO BACK RECEPTACLES ARE TO BE OFFSET BY 1 FOOT OR A MINIMUM OF ONE WALL STUD. WHERE MORE THAN ONE DEVICE ON THE SAME CIRCUIT IS SHOWN AS GFI, ONLY ONE CLOSEST TO THE HOME RUN NEED BE AN ACTUAL GFI DEVICE. PROVIDE GFI PROTECTION LABELING ON ALL RECEPTACLES DOWNSTREAM OF GFI DEVICE. ALL CONDUITS TO BE CONCEALED WHENEVER POSSIBLE. ANY SURFACE RUN TO BE APPROVED BY ARCHITECT PRIOR TO ROUGH-IN.

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SHEET NUMBER:

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300KVA PAD MOUNTED TRANSFORMER WITH 208Y/120V 3PH, 4W SECONDARY BY UTILITY

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T

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1

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400AS

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400AF

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LPA

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3

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Based on Bussman Point to Point Method

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Where

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POINT

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1

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2

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3

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Isc = Isc Available x M

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M = 1/(1+f)

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f = (1.732 x L x Isc Available)/(C x V), for 3ph circuits

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f = (2 x L x Isc Available)/(C x V), for 1ph circuits

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f = (Isc Available x Vprimary x 1.732 x (%Z))/(100,000 x kVA), for 3ph transformers

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f = (Isc Available x Vprimary x (%Z))/(100,000 x kVA), for 1ph transformers

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L = length of conductor to the fault

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C = constant for Conductors and Busways in Bussman SPD Handbook times number of parallel runs

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Isc Available = Available short-circuit current at beginning of circuit

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DESCRIPTION

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UTILITY XFMR SECONDARY

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CT CABINET

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PANEL LPA

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SHORT CIRCUIT SCHEDULE

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Isc

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(at node)

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SYM AMPS RMS

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36000.0

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14087.8

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13277.1

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L-L

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Voltage

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(V)

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0

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208

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208

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Length

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(FEET)

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0

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120

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10

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No. of

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parallel

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runs

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0

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1

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1

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Cond.

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size

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0

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500

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500

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Cond.

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mat'l

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(C/A)

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0

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C

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C

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Conduit

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mat'l

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(mag/non)

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0

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N

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M

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Isc Available

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(at start of run)

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SYM AMPS RMS

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0.0

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36000.0

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14087.8

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Xfmr

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Rating

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(KVA)

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0

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0

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0

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Xfmr

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Imped.

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(%Z)

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M

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2

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400A CT CABINET NEMA3R

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NEMA3R

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3-500KCMIL&1-1/0G-3"C

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3-500KCMIL-3"C

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3-500KCMIL-3"C

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1/0 BUILDING STEEL

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1/0 COLD WATER

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#6 GROUND ROD/UFER

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#6 INTERSYSTEM BOND

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ONE-LINE NOTES:

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CONTRACTOR TO INSTALL NEW FEEDER CONDUCTORS FROM UTILITY JUNCTION BOX TO NEW SERVICE UTILIZING EXISTING CONDUIT. COORDINATE SINGLE PHASE CONNECTION TO THREE PHASE TRANSFORMER AND SERVICE OUTAGE WITH LONGMONT POWER AND COMMUNICATIONS. COORDINATE WITH ROCCO SUPINO 303-651-8706.

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48

24

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30

48

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30

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24

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48

30UP

BASEMENT

001

bag in a box

STORAGE

004

GREASE TRAP,RE: MEP

locking storage

STEREO/ WI-FIEQUIPMENT

(E) WASTE LINE

EXISTINGBLOCKED OFFWOOD STAIR

EMPLOYEE LOCKERS

B.O. (E) WASTE LINE = 5'-10"

RELOCATED (E)WATER HEATER

UP

STORAGE

005

PAINT ALL SURFACESWITH KILZ PAINT ANDPRIMER, TYP

91' - 6"

6" CURB

SUMP PIT, RE:PLUMBING

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105

(E) RESTROOM

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RESTROOM

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DINING

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WAIT

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104BAR

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MOP ROOM

110

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111

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DRINKPICK-UP

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1 2 3 4 5



(303) 231-8890 FAX (303) 672-8290GOLDEN, CO 80401

18.14.02

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:


E1.1

ELECTRICALSYSTEMS PLANS

09/25/2018

201825

TAN

GE

RIN

E37

9 M

AIN

STR

EET

LON

GM

ON

T, C

O

1/4" = 1'-0"E1.11 BASEMENT ELECTRICAL SYSTEMS PLAN

NORTH

1/4" = 1'-0"E1.12 FIRST FLOOR ELECTRICAL SYSTEMS PLAN

NORTH

10/05/2018ASI #1

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LPA:26

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LPA:24

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RCP

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S

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TO

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LPA:77

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SP

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S

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TO

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LPA:38

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GFI

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GFI/AC

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AC

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%%ULPA

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GFI

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GFI

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GFI

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GFI

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3

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1

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(E)

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(E)

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LPA:45

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4

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LPA:14

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2

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LPA:22

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5

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5

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5

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S

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TO

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S

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TO

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EF-2

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S

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TO

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LPA:4

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LPA:4

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LPA:4

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LPA:16

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6

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APPROXIMATELY

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T

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(E)

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100' SOUTH

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USB

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USB

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USB

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USB

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USB

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USB

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USB

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PM

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NEW CT CABINET. METER, AND DISCONNECT

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GFI

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ELECTRICAL SYSTEMS PLAN NOTES:

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PROVIDE FINAL CONNECTION TO WALK-IN COOLER COIL, LIGHTING, AND CONTROLS. COORDINATE ACTUAL REQUIREMENTS IN FIELD. SIGN / OUTLINE LIGHTING PROVISIONS PER NEC ARTICLE 600.5. CIRCUIT VIA ASTRONOMICAL TIMECLOCK AND PHOTOCELL AND PROVIDE FINAL CONNECTION TO SIGN BY OTHERS. COORDINATE ACTUAL ASTRONOMICAL TIMECLOCK AND PHOTOCELL AND PROVIDE FINAL CONNECTION TO SIGN BY OTHERS. COORDINATE ACTUAL PROVIDE FINAL CONNECTION TO SIGN BY OTHERS. COORDINATE ACTUAL LOCATIONS AND REQUIREMENTS IN FIELD. PROVIDE FINAL CONNECTION TO HOOD CONTROLS, LIGHTING, AND ANSUL SYSTEM. COORDINATE ACTUAL LOCATIONS AND REQUIREMENTS IN FIELD. PROVIDE FINAL CONNECTION TO HEAT LAMPS AND CONTROLS BY OTHERS. COORDINATE ACTUAL LOCATIONS AND REQUIREMENTS IN FIELD. CIRCUIT AND SWITCH EXHAUST FAN WITH LOCAL LIGHTING. DISCONNECT AND REMOVE EXISTING ELECTRICAL PANELBOARD AND EXISTING SERVICE EQUIPMENT. COMBINATION DUPLEX / DOUBLE USB RECEPTACLE. COORDINATE ACTUAL LOCATION AND MOUNTING WITH OWNER AND BOOTH MANUFACTURER / MILLWORK IN FIELD. COORDINATE MOUNTING LOCATION FOR RECEPTACLE/JUNCTION BOX AND PROVIDE FINAL CONNECTION TO AUTOMATIC FAUCET CONTROL UNIT. PROVIDE RECEPTACLE UNDER COUNTER FOR POS CHARGING STATION.

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SHEET NUMBER:

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1

A

B

C

110' - 0"

110' - 0"

109' - 6 1/2"

110' - 6"

110' - 6"111' - 0"

108' - 4"

108' - 0"

110' - 0"

110' - 0"

110' - 0"

108' - 0"109' - 6"

113' - 10"

00

0

DDDDD

0

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D

A

B

C

48

24

48

30

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30UP

BASEMENT

001

STORAGE

004STORAGE

005

91' - 6"

1 2 3 4 5

1 2 3 4 5



(303) 231-8890 FAX (303) 672-8290GOLDEN, CO 80401

18.14.02

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:


E2.1

LIGHTING PLANS

09/25/2018

201825

TAN

GE

RIN

E37

9 M

AIN

STR

EET

LON

GM

ON

T, C

O

1/4" = 1'-0"E2.11 BASEMENT LIGHTING PLAN

NORTH

1/4" = 1'-0"E2.12 FIRST FLOOR LIGHTING PLAN

NORTH

10/05/2018ASI #1

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3g

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3h

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LIGHTING PLAN NOTES:

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REPLACE EXISTING WALL-MOUNTED LIGHT FIXTURE. CIRCUIT VIA PHOTOCELL / TIMECLOCK. UTILIZE EXISTING CONTROLS AND CIRCUITING AS PRACTICAL. EXISTING FAN TO REMAIN. UTILIZE EXISTING CONTROLS AND CIRCUITING AS PRACTICAL.

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SHEET NUMBER:

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1



(303) 231-8890 FAX (303) 672-8290GOLDEN, CO 80401

18.14.02

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:


E3.1

ELECTRICALSCHEDULES

09/25/2018

201825

TAN

GE

RIN

E37

9 M

AIN

STR

EET

LON

GM

ON

T, C

O

10/05/2018ASI #1

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SHEET NUMBER:

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Tag

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15

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Notes:

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EQUIPMENT SCHEDULE

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Description

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Warewasher

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Electric convection oven

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Gas restaurant range

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Toaster

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Mega top

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Mega top

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Food warmer

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Food warmer

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Mega top

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Mixer

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Drip coffee maker

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Undercounter Refrigerator

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Coffee Grinder

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Hot water

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Slicer

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Ice maker

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Coffee Grinder

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Coffee Grinder

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Coffee Grinder

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Espresso machine

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Kegerator

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Bar back cooler

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Reach-in freezer

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A = Coordinate actual locations and requirements with kitchen equipment

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B = Provide ground-fault-circuit-interrupter protection per 2017 NEC 210.8(B)(2)

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C, D, E, F,G = Circuit with all equipment sharing like note

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Voltage

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120

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220 -240

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120

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120

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115

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120

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220

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Load

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16A

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6.5kW

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8A

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1.5KW

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4.4A

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4.4A

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1200W

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1200W

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4.1A

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9A

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25.5A

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2.5A

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11A

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1800W

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4A

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13.5A

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650W

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650W

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250W

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2.9A

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6.3A

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Circuit

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L:39,41

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Conductors/Conduit

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2#12&1#12G-3/4"C

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3#8&1#10G-3/4"C

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3#6&1#10G-1"C

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2#12&1#12G-3/4"C

AutoCAD SHX Text

2#12&1#12G-3/4"C

AutoCAD SHX Text

2#12&1#12G-3/4"C

AutoCAD SHX Text

Connection

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

Hardwired

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

Hardwired

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

NEMA 5-20R

AutoCAD SHX Text

Notes

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B,C

AutoCAD SHX Text

A,B,C

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B,D

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B,E

AutoCAD SHX Text

A,B,E

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B,D

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B,F

AutoCAD SHX Text

A,B,F

AutoCAD SHX Text

A,B,G

AutoCAD SHX Text

A,B

AutoCAD SHX Text

A,B,G

AutoCAD SHX Text

A,B,G

AutoCAD SHX Text

A,B

AutoCAD SHX Text

CKT

AutoCAD SHX Text

NO

AutoCAD SHX Text

1

AutoCAD SHX Text

3

AutoCAD SHX Text

5

AutoCAD SHX Text

7

AutoCAD SHX Text

9

AutoCAD SHX Text

11

AutoCAD SHX Text

13

AutoCAD SHX Text

15

AutoCAD SHX Text

17

AutoCAD SHX Text

19

AutoCAD SHX Text

21

AutoCAD SHX Text

23

AutoCAD SHX Text

25

AutoCAD SHX Text

27

AutoCAD SHX Text

29

AutoCAD SHX Text

31

AutoCAD SHX Text

33

AutoCAD SHX Text

35

AutoCAD SHX Text

37

AutoCAD SHX Text

39

AutoCAD SHX Text

41

AutoCAD SHX Text

43

AutoCAD SHX Text

45

AutoCAD SHX Text

47

AutoCAD SHX Text

49

AutoCAD SHX Text

51

AutoCAD SHX Text

53

AutoCAD SHX Text

55

AutoCAD SHX Text

57

AutoCAD SHX Text

59

AutoCAD SHX Text

61

AutoCAD SHX Text

63

AutoCAD SHX Text

65

AutoCAD SHX Text

67

AutoCAD SHX Text

69

AutoCAD SHX Text

71

AutoCAD SHX Text

73

AutoCAD SHX Text

75

AutoCAD SHX Text

77

AutoCAD SHX Text

79

AutoCAD SHX Text

81

AutoCAD SHX Text

83

AutoCAD SHX Text

VOLTAGE:

AutoCAD SHX Text

AIC:

AutoCAD SHX Text

ENCLOSURE:

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

WAREWASHER

AutoCAD SHX Text

ELECTRIC CONVECTION OVEN

AutoCAD SHX Text

/

AutoCAD SHX Text

SHUNT TRIP PROVISION

AutoCAD SHX Text

GAS RANGE

AutoCAD SHX Text

SHUNT TRIP PROVISION

AutoCAD SHX Text

TOASTER

AutoCAD SHX Text

MEGA TOP (X2)

AutoCAD SHX Text

FOOD WARMER

AutoCAD SHX Text

FOOD WARMER

AutoCAD SHX Text

MEGA TOP, SLICER

AutoCAD SHX Text

MIXER

AutoCAD SHX Text

DRIP COFFEE MAKER

AutoCAD SHX Text

/

AutoCAD SHX Text

UC REF, COFFEE GRINDER

AutoCAD SHX Text

HOT WATER

AutoCAD SHX Text

ICE MAKER

AutoCAD SHX Text

COFFEE GRINDER (X2), MILK FROTHER

AutoCAD SHX Text

GRINDER, KEGERATOR, COOLER

AutoCAD SHX Text

ESPRESSO MACHINE

AutoCAD SHX Text

/

AutoCAD SHX Text

REACH-IN FREEZER

AutoCAD SHX Text

HEAT LAMPS

AutoCAD SHX Text

EF-3

AutoCAD SHX Text

HOOD LTG, CONTROLS, ANSUL

AutoCAD SHX Text

COOLER LTG, CNTRLS

AutoCAD SHX Text

RTU-4

AutoCAD SHX Text

/

AutoCAD SHX Text

RTU-5

AutoCAD SHX Text

/

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

MUA-1

AutoCAD SHX Text

EF

AutoCAD SHX Text

MUA

AutoCAD SHX Text

WALK IN CONDENSING UNIT

AutoCAD SHX Text

/

AutoCAD SHX Text

WALK IN COIL

AutoCAD SHX Text

/

AutoCAD SHX Text

RCP, SP

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A PHASE:

AutoCAD SHX Text

B PHASE:

AutoCAD SHX Text

TOTAL:

AutoCAD SHX Text

120/208

AutoCAD SHX Text

22000

AutoCAD SHX Text

NEMA1

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

VA

AutoCAD SHX Text

1920

AutoCAD SHX Text

3250

AutoCAD SHX Text

3250

AutoCAD SHX Text

0

AutoCAD SHX Text

960

AutoCAD SHX Text

0

AutoCAD SHX Text

1500

AutoCAD SHX Text

1056

AutoCAD SHX Text

1200

AutoCAD SHX Text

1200

AutoCAD SHX Text

972

AutoCAD SHX Text

1080

AutoCAD SHX Text

3060

AutoCAD SHX Text

3060

AutoCAD SHX Text

1620

AutoCAD SHX Text

1800

AutoCAD SHX Text

1620

AutoCAD SHX Text

1540

AutoCAD SHX Text

838

AutoCAD SHX Text

4800

AutoCAD SHX Text

4800

AutoCAD SHX Text

756

AutoCAD SHX Text

500

AutoCAD SHX Text

528

AutoCAD SHX Text

500

AutoCAD SHX Text

500

AutoCAD SHX Text

3338

AutoCAD SHX Text

3338

AutoCAD SHX Text

3640

AutoCAD SHX Text

3640

AutoCAD SHX Text

1056

AutoCAD SHX Text

1080

AutoCAD SHX Text

1080

AutoCAD SHX Text

1632

AutoCAD SHX Text

2400

AutoCAD SHX Text

2400

AutoCAD SHX Text

1200

AutoCAD SHX Text

1200

AutoCAD SHX Text

1872

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

CONNECTED

AutoCAD SHX Text

KVA

AutoCAD SHX Text

44.4

AutoCAD SHX Text

43.2

AutoCAD SHX Text

91.6

AutoCAD SHX Text

TOTAL (KVA) ->

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

M

AutoCAD SHX Text

K

AutoCAD SHX Text

K

AutoCAD SHX Text

H

AutoCAD SHX Text

H

AutoCAD SHX Text

H

AutoCAD SHX Text

H

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

M

AutoCAD SHX Text

KVA

AutoCAD SHX Text

7.9

AutoCAD SHX Text

13.5

AutoCAD SHX Text

14.0

AutoCAD SHX Text

14.4

AutoCAD SHX Text

0.0

AutoCAD SHX Text

41.8

AutoCAD SHX Text

91.6

AutoCAD SHX Text

P

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

/

AutoCAD SHX Text

0

AutoCAD SHX Text

1

AutoCAD SHX Text

0

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

/

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

/

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

/

AutoCAD SHX Text

2

AutoCAD SHX Text

/

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

/

AutoCAD SHX Text

2

AutoCAD SHX Text

/

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

CKT BREAKER

AutoCAD SHX Text

A

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

/

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

40

AutoCAD SHX Text

/

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

15

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

50

AutoCAD SHX Text

/

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

50

AutoCAD SHX Text

/

AutoCAD SHX Text

50

AutoCAD SHX Text

/

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

30

AutoCAD SHX Text

/

AutoCAD SHX Text

20

AutoCAD SHX Text

/

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

OPT

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

PANEL:

AutoCAD SHX Text

PHASE:

AutoCAD SHX Text

BUS AMPACITY:

AutoCAD SHX Text

LOAD SUMMMARY

AutoCAD SHX Text

LOAD TYPE

AutoCAD SHX Text

LIGHTING (L)

AutoCAD SHX Text

RECEPTACLE (R)

AutoCAD SHX Text

REC (>10000VA) (R)

AutoCAD SHX Text

HVAC (H)

AutoCAD SHX Text

LARGEST MOTOR (M)

AutoCAD SHX Text

REMAIN MOTOR (M)

AutoCAD SHX Text

NON-CONTINUOUS (N)

AutoCAD SHX Text

KITCHEN (K)

AutoCAD SHX Text

LPA

AutoCAD SHX Text

1

AutoCAD SHX Text

400

AutoCAD SHX Text

OPT

AutoCAD SHX Text

CKT BREAKER

AutoCAD SHX Text

A

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

P

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

FACTOR

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

L

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

1.25

AutoCAD SHX Text

1.00

AutoCAD SHX Text

0.50

AutoCAD SHX Text

1.25

AutoCAD SHX Text

1.25

AutoCAD SHX Text

1.00

AutoCAD SHX Text

1.00

AutoCAD SHX Text

0.65

AutoCAD SHX Text

WIRE:

AutoCAD SHX Text

TERMINATION:

AutoCAD SHX Text

MOUNTING:

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

VA

AutoCAD SHX Text

1003

AutoCAD SHX Text

1070

AutoCAD SHX Text

2400

AutoCAD SHX Text

496

AutoCAD SHX Text

500

AutoCAD SHX Text

1200

AutoCAD SHX Text

1200

AutoCAD SHX Text

540

AutoCAD SHX Text

720

AutoCAD SHX Text

1260

AutoCAD SHX Text

1080

AutoCAD SHX Text

900

AutoCAD SHX Text

900

AutoCAD SHX Text

1080

AutoCAD SHX Text

900

AutoCAD SHX Text

1080

AutoCAD SHX Text

360

AutoCAD SHX Text

1080

AutoCAD SHX Text

720

AutoCAD SHX Text

1080

AutoCAD SHX Text

900

AutoCAD SHX Text

900

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

0

AutoCAD SHX Text

DEMAND

AutoCAD SHX Text

KVA

AutoCAD SHX Text

9.8

AutoCAD SHX Text

10.0

AutoCAD SHX Text

1.8

AutoCAD SHX Text

17.4

AutoCAD SHX Text

6.0

AutoCAD SHX Text

9.6

AutoCAD SHX Text

0.0

AutoCAD SHX Text

27.2

AutoCAD SHX Text

81.8

AutoCAD SHX Text

340.8

AutoCAD SHX Text

3

AutoCAD SHX Text

400A MCB

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

LTG - 1ST FLOOR

AutoCAD SHX Text

LTG/EF'S TOILETS

AutoCAD SHX Text

LTG - 1ST TRACK

AutoCAD SHX Text

LTG - BASEMENT

AutoCAD SHX Text

LTG - EXTERIOR

AutoCAD SHX Text

SIGN / OUTLINE LTG - EAST

AutoCAD SHX Text

SIGN / OUTLINE LTG - WEST

AutoCAD SHX Text

RCPT - SHOW WINDOW

AutoCAD SHX Text

RCPT - POS, BAR

AutoCAD SHX Text

RCPT - DINING

AutoCAD SHX Text

RCPT - BOH

AutoCAD SHX Text

RCPT - BASEMENT EAST

AutoCAD SHX Text

RCPT - BASEMENT WEST

AutoCAD SHX Text

RCPT / USB - CENTER BOOTHS

AutoCAD SHX Text

RCPT / USB - SOUTH BOOTHS

AutoCAD SHX Text

RCPT / USB - NORTH BOOTHS

AutoCAD SHX Text

RCPT - ROOF

AutoCAD SHX Text

RCPT / USB - BAR

AutoCAD SHX Text

RCPT / STEREO EQUIPMENT

AutoCAD SHX Text

RCPT / RESTROOMS

AutoCAD SHX Text

RCPT / USB - SOUTH BOOTHS

AutoCAD SHX Text

RCPT - BAR, HOST

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

SPACE

AutoCAD SHX Text

<- TOTAL (KVA)

AutoCAD SHX Text

<- TOTAL (A/PH)

AutoCAD SHX Text

CKT

AutoCAD SHX Text

NO

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

6

AutoCAD SHX Text

8

AutoCAD SHX Text

10

AutoCAD SHX Text

12

AutoCAD SHX Text

14

AutoCAD SHX Text

16

AutoCAD SHX Text

18

AutoCAD SHX Text

20

AutoCAD SHX Text

22

AutoCAD SHX Text

24

AutoCAD SHX Text

26

AutoCAD SHX Text

28

AutoCAD SHX Text

30

AutoCAD SHX Text

32

AutoCAD SHX Text

34

AutoCAD SHX Text

36

AutoCAD SHX Text

38

AutoCAD SHX Text

40

AutoCAD SHX Text

42

AutoCAD SHX Text

44

AutoCAD SHX Text

46

AutoCAD SHX Text

48

AutoCAD SHX Text

50

AutoCAD SHX Text

52

AutoCAD SHX Text

54

AutoCAD SHX Text

56

AutoCAD SHX Text

58

AutoCAD SHX Text

60

AutoCAD SHX Text

62

AutoCAD SHX Text

64

AutoCAD SHX Text

66

AutoCAD SHX Text

68

AutoCAD SHX Text

70

AutoCAD SHX Text

72

AutoCAD SHX Text

74

AutoCAD SHX Text

76

AutoCAD SHX Text

78

AutoCAD SHX Text

80

AutoCAD SHX Text

82

AutoCAD SHX Text

84

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

L1

AutoCAD SHX Text

L2

AutoCAD SHX Text

L3

AutoCAD SHX Text

L4.1

AutoCAD SHX Text

L4.2

AutoCAD SHX Text

L5

AutoCAD SHX Text

L6

AutoCAD SHX Text

L8

AutoCAD SHX Text

L11

AutoCAD SHX Text

Z1

AutoCAD SHX Text

X1

AutoCAD SHX Text

X2

AutoCAD SHX Text

X3

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

TRACK LIGHTING

AutoCAD SHX Text

ORANGE GLOBE LED PENDANT

AutoCAD SHX Text

MINI PENDANT WITH CLEAR CONICAL SHADE

AutoCAD SHX Text

SMOKEY GLASS SHADE PENDANT WITH

AutoCAD SHX Text

BRUSHED SATIN NICKEL CAGE

AutoCAD SHX Text

WIDE SMOKEY GLASS SHADE PENDANT WITH

AutoCAD SHX Text

BRUSHED SATIN NICKEL CAGE

AutoCAD SHX Text

PENDANT

AutoCAD SHX Text

4" RECESSED LED DOWNLIGHT WITH WHITE TRIM

AutoCAD SHX Text

4" RECESSED ADJUSTABLE LED DOWNLIGHT

AutoCAD SHX Text

WITH WHITE TRIM

AutoCAD SHX Text

VANITY FIXTURE TO MATCH EXISTING

AutoCAD SHX Text

OUTDOOR WALL SCONCE

AutoCAD SHX Text

GOOSENECK

AutoCAD SHX Text

EXIT SIGN

AutoCAD SHX Text

MINIMUM 90 MINUTE BATTERY TIME

AutoCAD SHX Text

EMERGENCY LIGHTING UNIT

AutoCAD SHX Text


AutoCAD SHX Text

REMOTE EXTERIOR EMERGENCY LIGHTING HEAD

AutoCAD SHX Text


AutoCAD SHX Text

LIGHTING FIXTURE SCHEDULE

AutoCAD SHX Text

MOUNTING

AutoCAD SHX Text

SURFACE / CEILING

AutoCAD SHX Text

SURFACE/SUSPENDED

AutoCAD SHX Text

SURFACE/SUSPENDED

AutoCAD SHX Text

SURFACE/SUSPENDED

AutoCAD SHX Text

SURFACE/SUSPENDED

AutoCAD SHX Text

SUSPENDED

AutoCAD SHX Text

RECESSED

AutoCAD SHX Text

RECESSED

AutoCAD SHX Text

SURFACE / WALL

AutoCAD SHX Text

SURFACE / WALL

AutoCAD SHX Text

UNIVERSAL

AutoCAD SHX Text

UNIVERSAL

AutoCAD SHX Text

UNIVERSAL

AutoCAD SHX Text

LAMPS

AutoCAD SHX Text

LED - 13W

AutoCAD SHX Text

LED - 5.5W

AutoCAD SHX Text

LED - 3W

AutoCAD SHX Text

LED - 3W

AutoCAD SHX Text

100W MAX

AutoCAD SHX Text

LED - 11W

AutoCAD SHX Text

LED - 11W MAX

AutoCAD SHX Text

100W MAX

AutoCAD SHX Text

72W

AutoCAD SHX Text

INTEGRAL

AutoCAD SHX Text

INTEGRAL

AutoCAD SHX Text

INTEGRAL

AutoCAD SHX Text

VOLTAGE

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

120

AutoCAD SHX Text

MANUFACTURER

AutoCAD SHX Text

JUNO

AutoCAD SHX Text

SB ENTERPRISES

AutoCAD SHX Text

GEORGE KOVACS

AutoCAD SHX Text

SUNSET

AutoCAD SHX Text

SUNSET

AutoCAD SHX Text

BARN LIGHT USA

AutoCAD SHX Text

LITHONIA

AutoCAD SHX Text

LITHONIA

AutoCAD SHX Text

BARN LIGHT USA

AutoCAD SHX Text

TROY LIGHTING

AutoCAD SHX Text

DUAL LITE

AutoCAD SHX Text

DUAL LITE

AutoCAD SHX Text

DUAL LITE

AutoCAD SHX Text

CATALOG #

AutoCAD SHX Text

V689NA

AutoCAD SHX Text

PER ARCHITECT

AutoCAD SHX Text

ARCTIC 1 LIGHT MINI PENDANT

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CONTEC LG6105.5DCS-E25-2700

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PLOVER IBIS F3617-80 BSN

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CONTEC LG7003DCS-E26 OR EQUAL

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PLOVER F3615-80 BSN

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CONTEC LG7003DCS-E26 OR EQUAL

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BLE SERIES

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PER ARCHITECT

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LK4BMW LED 50K M4

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INTERNET #206875603

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LK4G2 4" GIMBAL LED

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RECESSED KIT

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BLE SERIES

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PER ARCHITECT

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RLMP151967

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PER ARCHITECT

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LT

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LZ2

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LZR

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1



(303) 231-8890 FAX (303) 672-8290GOLDEN, CO 80401

18.14.02

SHEET TITLE:

ISSUE DATE:

REVISIONS:

PROJECT No:


E3.2

LIGHTINGCOMPLIANCE

09/25/2018

201825

TAN

GE

RIN

E37

9 M

AIN

STR

EET

LON

GM

ON

T, C

O

10/05/2018ASI #1

AutoCAD SHX Text

SHEET NUMBER:

DATE:

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d for

DATE

DESC

RIPT

ION

REVI

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SNO

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CHECKED BY:

DRAWN BY:

ISSUE DATE:

SHEET NO.

TA

NG

ER

IN

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379 M

AIN

S

TR

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8030

41

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0-C

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EL

LO

W P

IN

E

JOB # 825

16 N 1ST AVE. E

ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

ENGINEERING

SUITE 201


P1.0.DWG 10/2/2018 2:19 PM

10-02-18

DJM

RJS

P0.1

PLUMBING FIXTURE LIST

AAV - AIR ADMITTANCE VALVE W/ BOX IF LOCATED W/ IN WALL

BRAND = STUDOR REDI-VENT OR MINI-VENT

OTHER = NO SUBSTITUTIONS, REQUIRED TO BE ACCESSIBLE

FD1 - FLOOR DRAIN W/ SURESEAL INLINE FLOOR DRAIN TRAP SEALER

BRAND = ZURN ZN415-5B-P (A TYPE STRAINER ROUND NICKEL BRONZE)

WASTE = 2ò NO-HUB (UNLESS SHOWN LARGER ON PLANS)

OTHER = CAST IRON BODY W/FLASHING COLLAR, NICKEL-BRONZE ADJ ROUND STRAINER HEAD

FS1 - FLOOR SINK W/ SURESEAL INLINE FLOOR DRAIN TRAP SEALER

BRAND = ZURN Z1900-K 12òX12òX6ò DEEP (3420) ACID RESISTANT ENAMEL INTERIOR, GRATE

OTHER = DOME STRAINER, SEEPAGE FLANGE & HALF TOP GRATE (-2)

GI1 - GREASE INTERCEPTOR

BRAND = GREAT BASIN

MODEL = GB-250

HB1 - HOSE BIB

BRAND = ZURN Z1341-C12

OTHER = VACUUM BREAKER/BACKFLOW PREVENTER & 3/4ò MAIL HOSE THREAD. ROUGH BRASS (FOR INDOOR INSTALLATION, NOT FOR

USE WITH HOT WATER)

HS1 - HAND SINK (WALL HUNG)

BY OWNER AND KITCHEN EQUIPMENT SUPPLIER.

L1 - LAVATORY (ADA COMPLIANT)

TYPE = CHINA COUNTER TOP, OVAL, SELF-RIMMING

BRAND = ZURN Z5114.636.0.04.18.0 (ZURN ONE SYSTEM)

WASTE = ZURN Z8700B-PC 1-1/4ò SEMI-CAST TRAP W/CLEANOUT, GRID STRAINER

SUPPLIES = ZURN Z8804LRQ-LK-8860-12-PC 1/4 TURN STOP, STANDARD STOP SUPPLY KIT W/ LOOSE KEY & BRAIDED SS FLEX HOSES

TRIM =DELTA 520LF-HGMHDF FAUCET

OTHER = 0.5 GPM AERATOR VANDAL RESISTANT SPRAY W/SILICONE COUNTER SEALANT

MSB1 - MOP SERVICE BASIN

BRAND = ZURN Z1996-24

WASTE = SS DOME STRAINER W/LINT BASKET, 3ò DRAIN

FAUCET = DELTA 28T9 FAUCET W/ INTEGRAL CHECK VALVES

OTHER = (-BV) VINYL BUMPER GUARD W/SILICONE FLOOR SEALANT

RCP-1 - RE-CIRCULATION PUMP

BRAND = TACO

MODEL = 003-BC4

PUMP = 1 GPM & 4' HEAD, 120V, 1P, 9.4 AMPS

OTHER= ALL BRONZE CONSTRUCTION, TACO DIGITAL TIMER(#265-3), TACO AQUASTAT(#563-2)

RVB1 - ICE MAKER OUTLET BOX

BRAND = WATERTITE MODEL AB1200HA

OTHER = MOUNT SECURELY TO STUD, WATER HAMMER ARRESTERS, 1/4" O.D. COMPRESSION OUTLET CONNECTION, PROVIDE WILKINS

MODEL 705 DOUBLE CHECK VALVE BACKFLOW PREVENTER UPSTREAM OF ANY KITCHEN EQUIPMENT THAT DOES NOT CONTAIN AN

INTERNAL DEVICE THAT RESTRICTS BACKWASH INTO DOMESTIC POTABLE WATER SYSTEM.

SP1 - SUMP PIT

BRAND = ZOELLER

MODEL = M98

PUMP = SIMPLEX RATED @ 45 GPM & 15' HEAD, 120V, 1P, 9.4 AMPS

SUMP & LID= PART# 31-1102, 24X36

TD1 - TRENCH DRAIN

TYPE = PRE-SLOPED HDPE, MODULAR TRENCH DRAIN W/FRAMED DI GRATE

BRAND = ZURN Z886 PERMA - TRENCH - CI PRE-SLOPED TRENCH DRAIN W/SLOTTED DI GRATE

WASTE = AS SHOWN ON PLANS

SUPPLIES = CAST IRON VEHICLE TRAFFIC RATED GRATE & END CAPS. EMBEDDED IN CONCRETE PER ALL MANUFACTURES

RECOMMENDATIONS

TV1 - TEMPERING MIXING VALVE

BRAND = BRADLEY S59-4000 TMV

OTHER = 1/2" MALE NPT CONNECTIONS, ASSE 1070 CERTIFIED, MAX. 110Á F

WC1 - WATER CLOSET (COMFORT HEIGHT, ADA COMPLIANT, TANK TYPE, MINIMUM MaP CERTIFIED TEST OF 800)

TYPE = 1.28 GAL FLUSH TANK PER ASSE1037 AND ALL ANSI REQUIREMENTS

BRAND = KOHLER K-3658-0 ELONGATED BOWL (1000 MaP FLUSH RATING)

SUPPLIES = KOHLER K-7637 ANGLE SUPPLY & STOP

OTHER = KOHLER K-4731-2C-0 ELONGATED, PREMIUM WHITE, OPEN FRONT TOILET SEAT LESS COVER WITH SS CHECK HINGE &

INTEGRATED HANDLE [KOHLER K-4713 ELONGATED, PREMIUM WHITE, CLOSED FRONT TOILET SEAT WITH COVER AND SS CHECK

HINGE]

WCO - WALL CLEANOUT

BRAND = ZURN Z1441 CAULK FERRULE WALL CLEANOUT W/ROUND STAINLESS STEEL COVER AND SCREW

OTHER = LEAD SEAL PLUG, STAINLESS STEEL COVER & SCREW

WH1 - WALL HYDRANT

TYPE = AUTOMATIC DRAINING, FREEZELESS

BRAND = WOODFORD MODEL 68 SS DOOR/BOX ASSEMBLY, 3/4ò COPPER INLET

OTHER = NIDEL 50HA VACUUM BREAKER/BACKFLOW PREVENTER & 3/4ò MALE HOSE THREAD, WALL DEPTH DETERMINED BY

CONTRACTOR, CONTRACTOR TO MAKE SURE THAT STOP IS LOCATED ON WARM SIDE OF THE THERMAL BARRIER

GENERAL REQUIREMENTS:

1. ALL TOILET ROOM FIXTURES SHALL BE WHITE, VITREOUS CHINA UNLESS DESIGNATED OTHERWISE IN SCHEDULE.

2. PROVIDE SUITABLE REINFORCEMENTS FOR WALL HANGERS & SUPPORTS.

3. APPROVED EQUALS:

DRAINS: ZURN, WADE JOSAM, WATTS DRAINAGE

TRAP PRIMERS: MIFAB, PPP, JOSAM, ZURN

CHINA:WESTERN, ZURN, KOHLER, AMERICAN STANDARD

FIBERGLASS/ACRYLIC: AQUARIUS, AQUAGLASS, KOHLER

WATER COOLERS: ELKAY, SUNROC, HAWS

MOLDED STONE/TERRAZO: FLORESTONE, STERN WILLIAMS, FIAT

STAINLESS SINKS: ELKAY, JUST

FAUCETS: SYMMONS, CHICAGO, DELTA

SEATS: OLSONITE, CHURCH, BEMIS (OR BY WC MFG)

FLUSH VALVES: ZURN, SLOAN, AMTC

WALL HYDRANTS: CHICAGO, WOODFORD, WADE

BRASS: DEARBORN, CS&B, BRASS-CRAFT, MAGUIRE (P-TRAP & TRAP ARM, ESCUTCHEON)

STOPS: ALL MUST BE 1/4 TURN BALL VALVE TYPE. ALL BRASS CONSTRUCTION BY DEARBORN, CS&B, BRASS-CRAFT. OR MAGUIRE

4. RESTROOM FIXTURES MUST COMPLY WITH ALL BUILDING DEPARTMENT CRITERIA FOR WATER CONSERVATION.

5. ALL HANDICAP LAVATORIES MUST HAVE OFFSET TRAPS AND ñTRUBRO LAV GUARDò, OR ñZURN INSUL-GUARDò INSULATION KITS OR

MAGUIRE PREINSULATED TRAPS AND SUPPLIESPER ADA ñARTICLE 4.19.4.ò

6. VERIFY SHOWER BASE DIMENSIONS W/ARCHITECTURAL PLANS.

7. VERIFY LEFT/RIGHT HAND LEVER LOCATION ON ALL WATER CLOSETS PER ADA REQUIREMENTS AND INSTALL FLUSH HANDLE ON

OPEN SIDE OF ADA STALL. FAILURE TO COMPLY WILL REQUIRE FIELD CORRECTION.

8. ALL WATER CLOSETS MUST MEET A MINIMUM MAPP RATING OF 800 AS TESTED BY AN INDEPENDENT AND ACCREDITED LABORATORY.

9. NO PROFLO BRAND NAMED PRODUCTS ARE ALLOWED.

PLUMBING NOTES

1. The plumbing system with fixtures, water heater, drains, vents, water piping, insulation, gas piping, etc., shall be by the plumbing contractor in accordance with the

contract documents.

2. PLUMBING CONTRACTOR TO VERIFY ALL EXISTING PLUMBING CONDITIONS INCLUDING EQUIPMENT, LOCATIONS, PIPING, SIZING, FLOW OF DIRECTION,

INVERT ELEVATIONS, UTILITIES, VENTS THRU ROOF, ETC. NOTIFY ENGINEER IN WRITING FOR ANY DESIGN/DRAWING DISCREPANCIES OR

CONSTRUCTABILITY ISSUES.

3. All plumbing shall be in accordance with the local plumbing codes and/or ordinances, including but not limited to pipe sizes.

4. Domestic water piping shall be type ñMò hard drawn copper with wrought copper sweat fittings. Use only Canfield 100% water safe

solder (95% tin, 4% copper, 1% silver) or approved equal. DO NOT USE LEAD OR ANTIMONY SOLDERS. At contractor's option domestic water pipe 2” and

below after water entry assembly may be CPVC pipe. Use only FlowGuard Gold pipe with FlowGuard Gold One Step cement on pipes 1/2” through 2”. No

CPVC substitutions are allowed. Provide CSA approved hardened striker plates listed for CSST and CPVC systems at all locations where tubing is

concealed and puncture from nails or screws is a possible threat. Support all pipe per details, building code, and manufacturer requirements.

5. Copper tubing installed within a building and in or under a concrete floor shall be type ñKò Cooper and installed without joints. Where joints are permitted, they shall be

brazed and fittings shall be wrought copper.

6. Interior soil and waste piping above grade shall be service weight iron soil pipe and no-hub fittings. Only the following domestic pipe manufacturers are approved. AB&I

Foundry: Charlotte Pipe, and Tyler Pipe bearing the trademark of CISPI. No import pipe or fittings are allowed. No hub couplings shall be NSF certified, meet CISPI

3010 standard manufactured by Tyler, ANACO, Ideal, and Mission. Install per the CISPI 301 standard Latest Version. NO ABS PIPE OR PVC FOAMCORE PIPE

ALLOWED ON THE PROJECT. PVC schedule-40 solid plastic pipe and fittings may be used where approved by owner and allowed by the building department. Install

all PVC pipe per ASTM D2321 requirements and recommendations.

7. Exterior soil and waste piping below grade shall be service weight cast iron hub and spigot soil pipe and fittings with neoprene gaskets. Only the following domestic pipe

manufactures are approved. AB&I Foundry, Charlotte Pipe, and Tyler Pipe bearing the trademark of CISPI. No import pipe or fittings are allowed. Install per the CISPI

301 Standard Latest Version. NO ABS PIPE OR PVC FOAMCORE PIPE ALLOWED ON THE PROJECT. PVC schedule-40 plastic pipe and fittings may be used

where allowed by the building department. Install all PVC pipe per ASTM D2321 requirements and recommendations.

8. Gas piping 2" and smaller shall be threaded schedule 40 steel pipe with malleable iron fittings. Interior gas piping in concealed locations shall be welded. Paint all NEW

AND EXISTING exterior exposed gas piping with two heavy coats of outdoor UV resistant enamel black. Support gas piping above the roof as required by local

authorities and details on drawings.

9. Insulate all piping for non-recirculated domestic hot and cold water with 1/2" preformed fiberglass with "K" factor of 0.23 maximum at 75-deg F mean

temperature. Insulate all recirculated domestic hot water piping including supply main with 1ò thick preformed fiberglass with ñKò factor of 0.23 maximum at 75 deg F

mean temperature up through 1.25ò pipe and 1-1/2ò thick on all larger sizes. Jacket shall be ASJ with mitered or Zeston fittings and with vapor barrier on all cold surface

pipes. All insulation materials shall conform to ASTM 84, NFPA 50A and 255, and UL 723 not to exceed ratings of 25 Flame Spread and 50 Smoke Developed. All

installed insulation shall meet or exceed current ASHRAE Standard 90.1. Non recirculated CPVC cold and hot water pipe does not require insulation.

10. Water-heating equipment not supplied with integral heat traps and serving non circulated systems shall be provided with heat traps on the supply and discharge piping

associated with the equipment.

11. All recirculating domestic hot water pumps shall have automatic controls that turn off the pump when the water temperature in the recirculated loop is at the desired

temperature and when there is no demand for hot water.

12. All condensing water heaters shall be started up by an independent, factory trained and certified technician. A complete startup report shall be provided to the owner

and engineer within one week of startup that clearly notes all problems or deficiencies with the installation.

13. Mount lavatory at required elevation for handicap usage where required. Insulate all exposed piping supplies and drains per ADA requirements and drawing

specifications.

14. Weatherproof all plumbing roof penetrations per codes and roofing manufacturer recommendations.

15. Provide line size shut-off valve, malleable union, and dirt leg on all gas equipment. Pipe size reducer shall occur after valve and dirt leg.

16. Water hammer shock-arrester shall be provided and installed on all quick closing valves including dish and clothes washer to prevent piping shock or hammer. Size

arrester per industry standards.

17. Provide automatic cold water injection for dishwashers discharging waste at a temperature of 140 Degrees F or greater.

18. Provide backflow prevention device, Wilkins Model 705 (dual check valve backflow preventer), OR PROTECTION APPROVED BY THE AHJ, for icemakers, soda

dispensers, RVB1 and any other water supplied equipment that does not contain an internal backwash prevention device or internal protection through an air gap fill.

19. All materials and equipment provided and installed under this section shall be new and in clean and bright condition. The Contractor shall take any measure necessary

to ensure and maintain the quality of the installation. All piping shall be flushed with clean water prior to being placed into service to ensure that any residual cutting oil,

slag, thread tape; flux or dirt has been purged. In addition to flushing, the domestic water piping shall be sterilized to eliminate any contamination in accordance with

current IPC recommendations.

20. Electric heat trace tape shall be provided where required for freeze protection of water pipes with vestibules, crawl spaces, exterior walls or other unheated spaces.

21. All piping, equipment, etc. shall be identified. All piping is to be tested in accordance with accepted codes and standard of care practices.

22. All safety relief valves shall be vented to atmosphere or piped full size to nearest floor drain. Backflow preventers of appropriate type shall be installed where required

by code, provided with a catch funnel piped to the nearest floor drain or sink, and located between 18ò and 60ò AFF with minimum of 30ò clear in front of valve for

servicing. Provide backflow device test report for fire service and domestic service prior to final building inspection.

23. CLEANOUTS SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION GREATER THAN 45 DEGREES IN THE BUILDING SEWER, BUILDING DRAIN AND

HORIZONTAL WASTE, SOIL OR STORM LINES. WHERE MORE THAN ONE CHANGE OCCURS IN A RUN OF PIPING, ONLY ONE CLEANOUT SHALL BE

REQUIRED FOR EACH 40 FEET OF DEVELOPED LENGTH OF THE DRAINAGE PIPING. (2009 IPC 708.3.3 & 1101.8)

24. PROVIDE TV1 AT ALL PUBLIC SINKS AND LAVS PER CODE.

25. PROVIDE TV2 AT ALL LIVING UNITS FOR 110Á TEMPERATURE HOT WATER AT PLUMBING FIXTURES.

26. PROVIDE SURESEAL INLINE FLOOR DRAIN TRAP SEALER FOR ALL FLOOR DRAINS AND FLOOR SINKS.

27. All Air Admittance Valves (AAVs) are to be accessible.

28. Label all piping in accessible areas. Medium pressure gas to be marked every 6 feet.

29. All piping to be hung on adjustable split ring hangers or Unistrut supports with clamps of similar material as the pipe unless otherwise noted. Horizontal pipe hanger

spacing in feet to be per local code and not exceed as follows:

PIPE TYPE/SIZE 1/2ò 3/4ò 1ò 1-1/4ò 1-1/2ò 2ò

Copper 6 6 6 6 10 10

Cast Iron per Section 308, table 308.5 of the 2012 IPC

Steel (Screwed Pipe-IPS)

(Gas) 6 8 8 10 10 10

AQUAPEX - Domestic Water

2.7 2.7 2.7 4 4 4

Polypropylene & CPVC 3 3 3 4 4 4.5

PVC Waste & Vent 4ò Maximum

9"

CEILING

FLOOR

1/4" O.D.TUBE F.B.O.

FLOOR

3-5/8"

FINISHED WALL

1/2" PIPE OR COPPER TUBE

COMPRESSIONANGLE VALVE1/2" FPT IN x 1/4" COMP. OUT

AS REQUIREDBY MANF.

NO SCALE

NOTE:

6-1/4"

1/2" FPT x 1/2" MPT OR 5/8" CSWBRASS CONNECTOR

INSTALLATION HEIGHT MAYVARY WITH EACH MANF.

10-3/4"

9"

ICE MAKER WATER SUPPLY

O/A STAT, HONEYWELLT6031A1029

-30°F. TO +90°F.

ROOF

2-WAY CONTROL VALVEHONEYWELL V8043B10273/4" DRAIN VALVE, (N.O.)

FLOAT VALVE

F.S. OR MOP SINK

PRESSURE REDUCINGVALVE; WATTS U5-LP.

NO SCALE

E.C. UNIT

SUN SHIELD

3-WAY CONTROL VALVEHONEYWELL V8044A1010

24V.1" DRAIN TO F.D.,

E.C. UNIT AUTOMATIC FILL & DRAIN PIPING DETAIL

T

LOCATED IN 24"X24" ACCESS ABOVE STAIRS

MUA1 ASSEMBLY COMPONENT

PLUMBING SPECIFICATIONS& SCHEDULES

KITCHEN NOTES

1. Plumber to make all final plumbing connections to all equipment including equipment supplied by

owner and everything indicated in the food service plans.

2. Plumber to re-install existing emergency gas shutoff valve in accessible area. Valve to be

integrated into hood fire protection system and supplied by owner. Valve must comply with NFPA

17A.

3. All food prep sinks, ice machines, hand sinks and beverage stations to be indirectly wasted into

floor sinks.

4. All carbonated beverage stations to be protected by reduced pressure backflow preventer Watts

SS009QT. If local jurisdiction approves, Watts S03 may be used in lieu of RPBP.

5. All grease duct to be 16-gauge welded steel.

6. Provide cleanout and access door at all grease duct elbows.

7. Slope grease duct towards hood at 1/4ò per foot.

8. Provide Nelson FSB flame shield blanket by Nelson Firestop Products UL 1429 NFPA

Standard 96 or equal grease duct wrap installed per manufacturer's

instructions. Provide 2 layers (3ò total). Grease duct wrap may be omitted if General Contractor

provides fire rated chase with minimum 3ò maximum 12ò clearance around duct.

9. All exposed water piping to be stainless steel or chrome plated.

10. Mechanical contractor shall receive and install all kitchen hoods including hoods supplied by

owner.

11. Mechanical contractor shall remove, reinstall, interlock controls, clean and refurbish existing KEF,

MUA, grease hood and fire suppression system. Captive Aire to provide interlocking controls for

new and existing grease hood, KEF, MUA with evap. cooler and fire suppression system. Notify

owner in writing of any defective existing equipment/controls and provide cost to replace and/or

repair same.

Oct 2, 2018

HOT WATER FLATOMETRIC

SEE WATER HEATER DETAIL, THIS SHEET,FOR PIPING CONFIGURATION.BASEMENT

(N)HS1(N)3BCS

(N)1/2"MAIN FLOOR

(N)HS1 (N)HS1 (N)3CS (N)2CS (N)DW1 (N)MSB1 (N)L1 (E)L1 (E)L1

(N)1-1/4"

(N)3/4"

(N)1/2" (N)1/2" (N)1/2" (N)1/2" (N)3/4"(N)1/2"(N)1/2"(N)1/2"

TEMP GAUGE

(E)TV1 (E)TV1(N)TV1

(N)RCP1

(N)1/2"RECIRC.

ST12

CONT. TOLAV'S

(N)3/4"(N)1"

(N)1/2"

COLD WATER FLATOMETRIC

(N)RVB1(N)HS1(N)3BCS (N)HS1 (N)RVB1(N)RVB1(N)RVB1 (N)HS1 (N)3CS (N)2CS (N)MSB1

(N)1/2"

(N)3/4"

(N)1/2" (N)1/2"

(N)3/4" (N)3/4"

(N)1/2" (N)1/2" (N)1/2"

(N)WC1(N)L1 (E)L1(E)L1(E)WC1 (E)WC1

MAIN FLOOR

(R)GWH1

M

(N)RPBP

(N)1" SERVICE

BASEMENT

MARK PIPE 6' O.C. "NO CONNECTIONS"

(N)1-1/4"

(N)1-1/4"

(N)1/2"(N)3/4"

(N)3/4"

(N)HB1

(N)WH1(N)1/2"

(N)1/2"

(E)CONNECTION TO SEWER MAIN

SANITARY & GREASE WASTE & VENT FLATOMETRICSANITARY & GREASE WASTE & VENT FLATOMETRIC

2"2"

2"FS1

3" VTRROOF

MSB1MSB1

3"2"

WC

LAV

2"

WC

3"2"

LAV

2"

WCWC

3"

WCWC

3"2"

LAV

2"TD1

BASEMENT

FD1

2"

FS1

2"

FS1

2"

AAVAAVAAVAAV

FS1

2"

AAVAAV

FD1

2"2"

HS1

2"

AAVAAV

FD1

2"2"

HS1

2"

AAVAAV

FS1

2"

AAVAAV

FS1

2"

AAVAAV

FD1

2"

3" VTR

SP1

GI1

MAIN FLOOR

4"

3"

2"

3" 3"

4"

4"

2"

2"FD12"

GB250 SITS ON 4" CURB

ABOVE BASEMENT FLOOR

AAVAAV

2" F

ORCE

MAI

NPROVIDE TRAP PRIMERS

FOR THESE 2 ITEMS

816 CFH

(N)GPRV

(E) 1" MIN

(N) 1-1/2"

16

215

CFH

17

147

CFH

18

114

CFH

19

100

CFH

20

90

CFH

21

150

CFH

MAY RE-USE EXTRA

MAIN WHERE SUITABLE

(N) 3/4"

TYP OF 6

GWH = 200 CFH

NG FLATOMETRIC

NOTE: ALL PIPING SIZED PER TABLE 402.4(3) AT DISTANCE FROMMETER TO FURTHEST APPLIANCE FOR EACH OF 3 RUNS. 3”wcMAX PD IN 14” wc DISTRIBUTION SYSTEM

DATE:

exclu

sive u

se by

Thes

e doc

umen

tsar

e pre

pare

d for

DATE

DESC

RIPT

ION

REVI

SION

SNO

.

CHECKED BY:

DRAWN BY:

ISSUE DATE:

SHEET NO.

TA

NG

ER

IN

E

379 M

AIN

S

TR

EE

T

LO

NG

MO

UN

T, C

OLO

RA

DO

BR

AY

A

RC

HIT

EC

TU

RE

BOUL

DER,

CO

8030

41

30

0-C

Y

EL

LO

W P

IN

E

JOB # 825

16 N 1ST AVE. E

ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

ENGINEERING

SUITE 201


P1.0.DWG 10/2/2018 2:19 PM

10-02-18

DJM

RJS

P0.2

RECIRC. PUMP

FLOOR DRAIN.

135° HWC FROM

EXPANSION TANK;

SECURE TO WALL. MAY REUSE EXISTINGAMTROL MODEL ST12 THERM-X-TROL

WATERHEATER

FIXTURES

FULL SIZE TO

SYSTEM.

DIELECTRIC UNOIN, TYP.

CW SUPPLY140° HOT WATER TO

RELIEF VALVE; PIPE

NO SCALEGAS DOMESTIC WATER HEATER PIPING ASSEMBLY

1/2"

MIN. 27"

HEAT TRAP

HEAT TRAP

FLOOR

6" MIN. ALLSIDES

4" CONCRETEHOUSEKEEPINGPAD

GASNOTE: HEAT TRAPS MAY BE ELIMINATED IF WATER HEATER HAS INTERNAL HEAT TRAPS.

1/2" TO FLOOR SINK W/INDIRECT WASTE DISCHARGE

CND

1/2"

MAGNESIUM OXIDE NEUTRALIZATION KIT

*NOTE: CONDENSATE DRAINS TO BE 1/2" WITH A JJM COMPANY MODEL JM6C (CLEAR WITH 1/2" CONNECTIONS)

PLUMBING SCHEMATICS

Oct 2, 2018

COOLER

106

DISH

105

(E) RESTROOM

109

(E) RESTROOM

108

RESTROOM

107

DINING

102

WAIT

101

COOK

104

BAR

103

MOP ROOM

110

BEV

111

101

WATER LINES ROUTED IN WALL

L1

WC1 WC1 WC1

L1 L1

RVB1

DW1

S2

HS1 HS1

HS2

RVB1

RVB1

3CSB

HS1

MSB1

HS1

RVB1

UP FROM

BASEMENT

UP FROM

BASEMENT

UP FROM

BASEMENT

UP FROM

BASEMENT

UP FROM

BASEMENT

UP FROM

BASEMENT

(E)WH1

UP TO

EVAP.

COOLERS

A

B

C

1 2 3 4

UP

BASEMENT

001

bag in a box

STORAGE

004

locking storage

UP

STORAGE

005

M

RPBP WITH PRV

MOUNTED ON WALL

MARK EVERY 8 FT. FROM

METER TO RPBP

"NO CONNECTIONS"

(R)GWH1

UP TO

DISH AREA

UP TO

PREP AREA

UP TO

PREP AREA

UP TO

PREP AREA

RCP1

DC

W

DH

W

DC

W

DH

W

DCW

DHW

UP TO

BATHROOMS

DOWN FROM

BATHROOMS

(N) 1"

SERVICE

UP TO

WH1

(N)HB1

A

B

C

1 2 3 4

DATE:

exclu

sive u

se by

Thes

e doc

umen

tsar

e pre

pare

d for

DATE

DESC

RIPT

ION

REVI

SION

SNO

.

CHECKED BY:

DRAWN BY:

ISSUE DATE:

SHEET NO.

TA

NG

ER

IN

E

379 M

AIN

S

TR

EE

T

LO

NG

MO

UN

T, C

OLO

RA

DO

BR

AY

A

RC

HIT

EC

TU

RE

BOUL

DER,

CO

8030

41

30

0-C

Y

EL

LO

W P

IN

E

JOB # 825

16 N 1ST AVE. E

ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

ENGINEERING

SUITE 201


P1.0.DWG 10/2/2018 2:19 PM

10-02-18

FIRST FLOOR WATER SUPPLY PLAN

SCALE: 1/4" = 1'-0"

1

P1.0

DJM

RJS

P1.0

WATER SUPPLY FLOOR PLANS

BASEMENT WATER SUPPLY PLAN

SCALE: 1/4" = 1'-0"

2

P1.0

Oct 2, 2018

UP

BASEMENT

001

STORAGE

004

STORAGE

005

SP1

GI1

VTR

S.S.

S.S.(N) S.S.

MSB1

L1 WC1 WC1 WC1L1 L1

FS1

CHASE

ABOVE

HS1

HS1

FS1

(E) 4"

MAIN S.S. FS1

FS1

FS1

FS1

TD1

VTR

FD1FD1

FD1

AAV

SAW CUT CONCRETE

FOR DRAIN

TO FIRST FLOOR

A

B

C

1 2 3 4

UP

DN

ALLE

Y

COOLER

106

DISH

105

(E) RESTROOM

109

(E) RESTROOM

108

RESTROOM

107

DINING

102

WAIT

101

COOK

104

BAR

103

MOP ROOM

110

BEV

111

101

L1

WC1 WC1 WC1

L1 L1

DW1

S2

HS1 HS1

HS2

3CSB

HS1

MSB1

HS1

AAVAAV

AAV

VENT

AAVFS1

FS1

FS1

IW

VTR

IW

I.W.

AAV

CONDENSING

UNIT

TD1

I.W.

FD1

FS1

AAV

I.W.

FD1FD1

FS1

IW

1" DRAIN UP TO

EVAP. COOLERS

COORDINATE WITH

OWNER FOR REQUIRED

TERMINATIONS TO

PUMP OUT GI1

A

B

C

1 2 3 4

DATE:

exclu

sive u

se by

Thes

e doc

umen

tsar

e pre

pare

d for

DATE

DESC

RIPT

ION

REVI

SION

SNO

.

CHECKED BY:

DRAWN BY:

ISSUE DATE:

SHEET NO.

TA

NG

ER

IN

E

379 M

AIN

S

TR

EE

T

LO

NG

MO

UN

T, C

OLO

RA

DO

BR

AY

A

RC

HIT

EC

TU

RE

BOUL

DER,

CO

8030

41

30

0-C

Y

EL

LO

W P

IN

E

JOB # 825

16 N 1ST AVE. E

ELY, MN 55731PHONE (218) 550-6280FAX (218) 235-7710

ENGINEERING

SUITE 201


P1.0.DWG 10/2/2018 2:19 PM

10-02-18

DJM

RJS

P1.1

BASEMENT SANITARY SEWER

SCALE: 1/4" = 1'-0"

2

P1.1

SANITARY SEWER FLOOR PLAN

FIRST FLOOR SANITARY SEWER

SCALE: 1/4" = 1'-0"

1

P1.1

Oct 2, 2018