union reservoir offices - local government...

UNION RESERVOIR OFFICESCITY OF LONGMONT461 Weld County Road 26Longmont, Colorado 80504

Project ParticipantsOwner:City of Longmont350 Kimbark St.Longmont, CO 80501P: 303-776-6050 F: 303-651-8590Contact: Bill Taylor

Architect:Lodestone Design Group1855 Sumner St.Longmont, Colorado 80501P: 303-819-4134 | F: 303-261-8368Contact: Jeff Van Sambeek, Architect

Foundation Structural Engineer:DLK Engineering, LLC1300 Plaza Ct. N. Suite 204Lafayette, Colorado 80026P: 720-341-7093Contact: Jonathan Wallace

M.E.P. Engineer:Current Engineering1439 Court PlaceDenver, CO 80202P: 720-891-7720 | F: 720-328-0225Contact: Tom Schirmer, PE

Drawing IndexC0.0A0.0A1.0A1.1A1.2A2.0A2.1A3.0A3.1S1.1S1.2M1.00M1.01E1.00E1.01P1.00P1.01

Cover Sheet and General NotesArchitectural Site PlanCrawl Space PlanMain Level PlanRoof PlanBuilding Elevations and DetailsBuilding ElevationsBuilding Sections And DetailsInterior DetailsStructural Foundation PlanDetails and General Structural Foundation NotesMechanical Drawings, General Notes, Equipment SchedulesMechanical PlanElectrical Drawings and General NotesElectrical PlanPlumbing Drawings and General NotesPlumbing Plan

Building Data - Code Analysis2009 International Building CodeConstruction Type: V-BOccupancy Type: BBuilding Limitations: Building Design:

Height: 2 stories 1 story = 18'-1" above adjacent gradeArea: 9,000 sq.ft. 1,560 sq.ft.

Occupant Load:Business Areas: 100 Gross = 16 People

Exiting:One Exit Permitted per IBC 1015.1. Two Exits directly to exterior provided.

Plumbing Requirements:Separate Facilities Required: Yes. Provided as 2 "Unisex" restrooms.16 people = 1 Toilet and 1 Lav. per restroomRefrigerator and Kitchenette sink provided in place of Water Fountain.

1. These Drawings and the associated Specifications constitute the full set ofConstruction Documents for this project. All bids and all work must incorporatethe requirements of both documents.

In the event of a conflict between these plans and the associated Specifications,notify the Architect prior to bidding, performing work, or ordering materials.

Modular building manufacturer plans must be signed and sealed by a Coloradolicensed engineer indicating compliance with the City of Longmont adoptedcodes including wind speed (110 mph 3 second gust, exposure C) and snowload (30 psf roof and ground) design criteria.

2. Do Not Scale These Drawings. Verify all dimensions and conditions prior to commencing work or ordering

materials. Any variation should be brought to the attention of the Architect.

3. Drawing Dimensions All dimensions are to the face of the concrete foundation or wood frame studs or

centerline of rough opening unless noted otherwise.

4. Existing Conditions It is the responsibility of the Contractor(s) to examine the existing conditions prior

to submitting a bid to the Builder as proposals must take into account all suchconditions which may affect the work.

Discrepancies in the drawings and actual field conditions shall be reported to theArchitect. Corrected drawings or instructions shall be issued by the Architectprior to the commencement of the work.

5. Code Compliance This project shall comply with current adopted codes including: 2009 International Building Code 2009 International Mechanical Code 2009 International Fuel Gas Code 2009 International Energy Conservation Code 2009 International Plumbing Code 2011 National Electrical Code Local Amendments to any of the above The following Design Requirements shall be maintained through all design and

product selection: Snowload: 30 lbs/sq.ft., Windspeed: 110 mph @ 3 sec. gust,Frost Depth: 36"

It is the responsibility of anyone supplying labor, materials or both to bring to theattention of the Architect and Contractor any discrepancies or conflictsbetween requirements of these codes and the drawings.

6. Utility Connections Contractor shall coordinate and field verify utility connections, their routing,

meter locations, hose bibs and other associated items.

7. Site Grading and Building Location Contractor to coordinate top of foundation wall/slab elevations with information

indicated in these plans and with final grading. Provide min. 10% slope away from structures and foundations for min. 10'-0" at all

permeable surface areas. Provide min. 2% slope away from structures and foundations at all non-permeable

surface areas including patios, stoops, and concrete walks. Contractor to verify final grading complies with ADA requirements where noted

on site and building plans.

8. Manuals and Warranties The Contractor shall provide the Owner with a binder listing all of the heating,

cooling, water heating, lighting systems and solar devices to be installed in thebuilding (as applicable). The binder shall also contain manuals andinstructions on how to use and maintain these devices efficiently.

All warranties of all materials and equipment are to be furnished to the Ownerupon completion of the project.

9. Completeness of Documentation The details shown are intended to further illustrate the visual design concept and

minimum weather protection requirements for this project. The Contractorshall incorporate the requirements of the local building codes, structuralconsiderations, trade association manuals, publications and recommendationsand the manufacturer's written instructions for complete construction ofdetails. All possible field conditions that may be encountered are notnecessarily described. Field conditions encountered that require clarificationshall be brought to the Architect's attention.

10. Foundations See Structural Drawings and General Structural Notes. Coordinate Top and Bottom of Foundation wall heights between A0.0 and

Structural Foundation plans and Details.

Maintain min. 36" of earth (frost protection) above foundation bearing elevations. Inspections for soils conditions, reinforced concrete foundationand modular

building anchoring shall be performed by the Owner's designated 3rd partyinspector and/or engineer. Contractor to coordinate scheduling of inspectionswith Owner and Architect.

11. Concrete and Reinforcement See Structural Drawings and General Structural Notes. All wood in direct contact with concrete shall be pressure treated.

12. Reinforced Concrete Slab See Structural Drawings and General Structural Notes for thickness and

reinforcing. All wood in direct contact with concrete shall be pressure treated, including stairs.

13. Building Envelope Energy Performance Modular Building Supplier to provide proof on 2009 IECC compliance using

COM-Check UA trade-off including at least 10% above 2009 IECC minimumperformance standard

14. Typical Floor Assembly 3/4" T&G O.S.B subfloor glued to floor joists at spacing per Colorado Licensed

Structural Engineer as part of Modular Building Supplier's ConstructionDocumentation.

Provide full R-38 insulation and fill floor cavity completely at all cantileveredexterior floors.

15. Typical Wall Types Exterior: 2x6 stud wall with blown-in formaldehyde free insulation (Min. R-19.8),

studs @ 16" o.c., 5/8" G.W.B. interior and O.S.B. sheathing on exterior, u.n.o.Provide Tyvek or sim. vapor permeable infiltration barrier on exterior.

Interior: 2x4 stud walls. Studs @ 16" o.c. with 5/8" G.W.B. on all finished faces,u.n.o. Install acoustic batt insulation in all interior walls.

Crawl Space: Foundation wall with Min. R-13 blanket or batt insulation anchoredto interior face of foundation wall. Damp-proof exterior face of foundation wallprior to installing rigid foam insulation. Any penetrations through crawl spacewalls to be sealed against rodents.

16. Typical Sloped Roof Composite Roofing (min. 50 year warranty, see Specifications) installed per

manufacturer on O.S.B. decking per engineer on 2x roof trusses (see structuralfor loc.) Provide R38 insulation with 5/8" G.W.B. at interior. Providecontinuous ridge and soffit venting. Vent overframe areas into main roofvolume through cut-outs in sheathing. Triflex throughout. Install continuous26 gauge metal flashings at eaves, rakes and valleys and flash all roof-to-walland roof-to-roof junctions according to SMACNA standards.

Modular Building Manufacturer to provide and install front and rear coveredporch posts, roof framing, roofing, soffits, and trim.

17. Tempered Glazing Requirements Tempering Required as per 2009 IBC Section 2406.3 See Window and Door Schedule for tempered glazing locations.

18. HVAC System - See Mechanical Plans and General Notes. HVAC system shall be forced air type with heating, ventilation, and air

conditioning Building controls and monitoring to ve programmable stand alone wall thermostat. ALTERNATE: Building Automation System per City of Longmont standards,

Specifications Appendix B

19. Electrical See Engineered Electrical Plans and General Notes. See A0.0, AE.1, & AE.2 for fixture, switch, and outlet locations. Switch and Outlet color to be determined by Builder. Lighting fixtures to be selected by Owner to comply with electrical engineering

design.

20. Plumbing See Engineered Plumbing Plans and General Notes. See A0.0, A1.1, & A1.2 for fixture locations. All plumbing fixtures to be ADA compliant. Fixtures to be selected by Owner to comply with plumbing engineering design.

21. General: These plans have been designed and engineered for construction at one specific

site. These plans shall not be used at any other building site. Submit all shop drawings for Architect's approval.

General Notes:

Door ScheduleTag # Nominal Size Swing Notes

See Specifications for door styles and frame types. All interior doors and framesto match. All exterior doors and frames to match.

Glazing in exterior doors to comply with maximum U-factors listed in 2009IECC Table 502.3

See Specifications and Specifications Appendix A for door hardware types.General hardware requirements:

Exterior Doors: Best Access, 9K standard 7 pin core - No SubstitutionsInterior Doors: Best Access, 8K standard 7 pin core if applicable - No

Substitutions"626" Satin Chrome finishLever handles throughout

Lock function per Hardware Set. See Specifications.Coordinate Key Schedule per Owner and Specifications.

1 3'-0" x 6'-8" R.H. Outswing Exterior Entry Door

Finish ScheduleTag Notes

See Specifications for detailed requirements at all finished areas.See Details and Interior Elevations.Use water resistance gyp.bd. at all wet areas including behind tile in restrooms.

A Offices and Common area:Floors: Tandus Intersection 01880 Powerbond Cushion + RSWalls: Painted number 4 smooth finish gyp. bd.Base Trim: 4" Resilient BaseDoor and Window Trim: See DetailsCeiling: Painted number 4 smooth finish gyp. bd.Cabinets: ADA compliant wood veneerCounters: ADA compliant plastic laminate

B

23456789

1

10

A

Window ScheduleTag # Nominal Size Operation Head Ht.

Windows to comply with maximum U-factors listed in 2009 IECC Table 502.3See Specifications for window frame and glazing materials and requirements.See Building Elevations for window swing directions/orientations.All window hardware to be colored to match window framesFlash all windows as directed by window manufacturer.See elevations for exterior window trim.Interior window trim to be gyp.bd. wrapped head and jambs and 1x painted

MDF sill w/ painted 1x3 MDF sill skirt. See details.

A 1'-6" x 5'-0" Fixed 6'-8"BCDEFGHI

AFinish

1'-6" x 5'-0" Fixed 6'-8"5'-0" x 5'-0" Casement 8'-0"

Casement2'-6" x 5'-0" Casement

2'-6" x 5'-0" Casement3'-6" x 5'-0" Fixed

Notes

TemperedTemperedDouble Casement

8'-0"8'-0"8'-0"8'-0"

2'-6" x 5'-0" Casement 8'-0"5'-0" x 5'-0" Casement 8'-0" Double Casement

JKLM

2'-6" x 4'-0" Fixed 8'-0"5'-0" x 5'-0" Casement 8'-0" Double Casement

5'-0" x 5'-0" Casement 8'-0" Double CasementCasement 8'-0"

3'-0" x 6'-8" R.H. Outswing Exterior Entry Door3'-0" x 6'-8" L.H.2'-0" x 6'-8" L.H.3'-0" x 6'-8" L.H.3'-0" x 6'-8" L.H.3'-0" x 6'-8" L.H.1'-8" x 6'-8" R.H.3'-0" x 6'-8" L.H.3'-0" x 6'-8" R.H.

111213

3'-0" x 6'-8" L.H.3'-0" x 6'-8" R.H.3'-0" x 6'-8" Cased Opening

Coat Closet DoorFurnace Closet Door

Water Heater Closet Door

Hardware

Set 1Set 4Set 2

Set 2Set 2

Set 2Set 2Set 2Set 2

Set 3Set 3

Set 3

Foyer and Utility area:Floors: Ceramic TileWalls: Painted number 4 smooth finish gyp. bd.Base Trim: 4" Resilient BaseDoor and Window Trim: See DetailsCeiling: Painted number 4 smooth finish gyp. bd.Cabinets: ADA compliant wood veneerCounters: ADA compliant plastic laminate

C Restroom area:Floors: Ceramic TileWalls: Ceramic Tile and Painted number 4 smooth finish gyp.bd. See DetailsBase Trim: Tile Cove BaseDoor and Window Trim: See DetailsCeiling: Painted number 4 smooth finish gyp. bd.Cabinets: ADA compliant wood veneerCounters: ADA compliant plastic laminate

5'-0" x 5'-0" Double Casement

5'-0" x 5'-0" Double Casement

14 3'-0" x 6'-8" L.H. Set 315 3'-0" x 6'-8" L.H. Set 3

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The Information shown on thisdocument represents copyrightedintellectual property.Reproduction and/or distributionis not permitted without the priorconsent of Lodestone DesignGroup.

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COVER SHEET &GENERAL NOTES

C0.0

NewOffices

StorageYard

Parking Area

Drive

Site Plan1 Scale: 1" = 20'-0"

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ARCHITECTURALSITE PLAN

A0.0N

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CRAWL SPACE PLAN

A1.0

Crawl Space Plan1 Scale: 1/4" = 1'-0"

Conference9'-0" Clg.

Entry9'-0" Clg.

Office #19'-0" Clg.

Office #29'-0" Clg.

Office #39'-0" Clg.

Copy / IT 9'-0" Clg.

Utility /Storage9'-0" Clg.

Restroom #19'-0" Clg.


Office #49'-0" Clg.

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15

16

CustodialStor.

Elect.Rm.

General Floor Plan NotesThese drawings and the corresponding specifications comprise the complete set

of contract documents for this project. Materials and Work providedmust conform to information provided both in these drawings and thewritten specifications.

Contractor to field verify all existing conditions and dimensions prior toperforming work. Discrepancies should be brought to the attention of theOwner and/or Architect.

It is the responsibility of the subcontractor providing labor and/or materials toverify existing conditions and code compliance prior to performing work.The contractor should either remedy conditions or notify the Ownerand/or Architect.

Wall and ceiling finishes must meet class C requirements (flame spread 76-200,Smoke development 0-450). Floor covering must comply with the DOCFF-1 "Pill Test", per IBC Table 803.5 and Section 804.4. SeeSpecifications.

Wall TypesNew wood stud framed wall. Use 2x4 studs at interior walls and

2x6 studs at exterior walls unless noted otherwise. Useacoustic batt insulation at all new interior walls.

New cedar privacy fencing. Use 4x4 Cedar posts @ corners andat max. 8'-0" o.c. along straight runs. Use 6'-0" cedar 1x6pickets @ 6" o.c. anchored to horizontal 2x4 cedar tiesanchored to posts @ ea. end.

Main Level Plan1 Scale: 1/4" = 1'-0"

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MAIN LEVEL FLOORPLAN

A1.1Roof Plan2 Scale: 1/4" = 1'-0"

General Elevation NotesThese drawings and the corresponding specifications comprise the complete set


Contractor to coordinate Top of Foundation height relative to existing andproposed finished grade. Verify ADA compliant access to front entry,min. 8" above grade clearance for Top of Foundtation, and mint 10%slope away from structure for min. 10' on all sides of structure.

Siding per Specifications. Provide vertical corner trim at all interior andexterior corners. Window and door trim to be installed directly tobuilding sheathing (over window flashing and building vapor barrier).Siding to be installed with 1/16"- 1/8" expansion gap between horizontalsiding and vertical trim.

Caulk all joints between siding pieces, between siding and trim, and betweenwindows and trim prior to painting.

Front (West) Building Elevation1 Scale: 1/4" = 1'-0"

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EXT. ELEVATIONSAND DETAILS

A2.0

North Building Elevation2 Scale: 1/4" = 1'-0"

Typ. Door and Window Trim3 Scale: 1/4" = 1'-0"

Stair Handrail Detail4 Scale: 1/4" = 1'-0"

General Elevation NotesThese drawings and the corresponding specifications comprise the complete set


Contractor to coordinate Top of Foundation height relative to existing andproposed finished grade. Verify ADA compliant access to front entry,min. 8" above grade clearance for Top of Foundtation, and mint 10%slope away from structure for min. 10' on all sides of structure.

Siding per Specifications. Provide vertical corner trim at all interior andexterior corners. Window and door trim to be installed directly tobuilding sheathing (over window flashing and building vapor barrier).Siding to be installed with 1/16"- 1/8" expansion gap between horizontalsiding and vertical trim.

Caulk all joints between siding pieces, between siding and trim, and betweenwindows and trim prior to painting.

Rear (East) Building Elevation1 Scale: 1/4" = 1'-0"

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EXT. ELEVATIONSAND DETAILS

A2.1

South Building Elevation2 Scale: 1/4" = 1'-0"

Building Section1 Scale: 1/4" = 1'-0"

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461

WEL

D C

OU

NT

Y R

OA

D 2

6, L

ON

GM

ON

T, C

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CHECKED:

OD

EST

ON

EL

DES

IGN

GR

OU

P

OCTOBER 21, 2012

JVS JVS

10/21/12

NO

T F

OR

CO

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RU

CT

ION

--

PREL

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AR

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ID S

ET -

- N

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PREL

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ID S

ET -

- N

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ON

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UC

TIO

N

SECTIONS ANDDETAILS

A3.0

Building Section2 Scale: 1/4" = 1'-0"

Bathroom Elevation3 Scale: 1/4" = 1'-0"




LOD

EST

ON

E D

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N G

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UP

1855

SU

MN

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T.

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GM

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T, C

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8050

1

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NE:

303

-819

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4FA

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ISSUE RECORD DATE

REVISION DATE

DRAWING TITLE:

DATE:

DRAWN:

UN

ION

RES

ERV

OIR

OFF

ICES

MO

DU

LAR

OFF

ICE

BUIL

DIN

G R

EPLA

CEM

ENT

CIT

Y O

F LO

NG

MO

NT

461

WEL

D C

OU

NT

Y R

OA

D 2

6, L

ON

GM

ON

T, C

O

CHECKED:

OD

EST

ON

EL

DES

IGN

GR

OU

P

OCTOBER 21, 2012

JVS JVS

10/21/12

NO

T F

OR

CO

NST

RU

CT

ION

--

PREL

IMIN

AR

Y B

ID S

ET -

- N

OT

FO

R C

ON

STR

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N

NO

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NST

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CT

ION

--

PREL

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ID S

ET -

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ON

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N

INTERIOR DETAILS

A3.1




Kitchenette Elevation4 Scale: 1/4" = 1'-0"

Conference9'-0" Clg.

Entry9'-0" Clg.

Office #19'-0" Clg.

Office #29'-0" Clg.

Office #39'-0" Clg.

Copy / IT 9'-0" Clg.

Utility /Storage9'-0" Clg.



Office #49'-0" Clg.

CustodialStor.

Elect.Rm.

Doorbell chime

Paired phone and cat. 5 data jack

T.V. Outlet

Motor / disposal

Junction box

G.F.C.I. Duplex power outlet

Duplex power outlet

Switch

Switch - three way

Switch - four way

Switch - dimmer

Symbols Legend

Ceiling mount 2-lamp 4'-0" fluorescentlight fixture

Ceiling mount light fixture

Built-green certified sealed recessed canlight fixture

Wall mounted light fixture

Exhaust fan

Built-green certified sealed directionalrecessed can light fixture

Exterior waterproof G.F.C.I. Duplex poweroutlet

Pull chain operated ceiling mount lightfixture

Built-green certified sealed waterproofrecessed can light fixture

Service panel

Chime Button (doorbell)

Hose Bib

Gas Bib

Any deviation from these plans must beapproved by the Owner andArchitect prior to installation.

Fire detection and alarm system by others.System to be supplied and installedby building supplier.

Electrical

Floor outlet

Ceiling mount 1-lamp 2'-0" fluorescentlight fixture

Electrical Layout1 Scale: 1/4" = 1'-0"

LOD

EST

ON

E D

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N G

RO

UP

1855

SU

MN

ER S

T.

LON

GM

ON

T, C

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8050

1

PHO

NE:

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X: 3

03-2

61-8

368

mai

l@lo

dest

oned

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n.co

mw

ww

.Lod

esto

neD

esig

n.co

m


ISSUE RECORD DATE

REVISION DATE

DRAWING TITLE:

DATE:

DRAWN:

UN

ION

RES

ERV

OIR

OFF

ICES

MO

DU

LAR

OFF

ICE

BUIL

DIN

G R

EPLA

CEM

ENT

CIT

Y O

F LO

NG

MO

NT

461

WEL

D C

OU

NT

Y R

OA

D 2

6, L

ON

GM

ON

T, C

O

CHECKED:

OD

EST

ON

EL

DES

IGN

GR

OU

P

OCTOBER 21, 2012

JVS JVS

10/21/12

NO

T F

OR

CO

NST

RU

CT

ION

--

PREL

IMIN

AR

Y B

ID S

ET -

- N

OT

FO

R C

ON

STR

UC

TIO

N

NO

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NST

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--

PREL

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MAIN LEVELELECTRICAL PLAN

AE.1