lee architects/ interior designers...plumbing p-1 plumbing notes & legend p-2 plumbing schedules...

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9009 Clydesdale Road Castle Pines, Colorado 80108

LEE ARCHITECTS/INTERIOR DESIGNERS2525 S. WADSWORTH BOULEVARD SUITE #21DENVER, COLORADOPHONE: 303/989-4500

80227FAX: 989-4511

ARCHITECTURAL

- COVER SHEETA-0 PROJECT INFORMATIONA-1 EGRESS PLANS & CODE ANALYSISA-2 ARCHITECURAL SITE PLANA-3 SITE DETAILSA-4 FLOOR PLANSA-5 REFLECTED CEILING PLANSA-6 ROOF PLAN & DETAILSA-7 EXTERIOR ELEVATIONSA-8 BUILDING SECTIONSA-9 BUILDING SECTIONSA-10 WALL SECTIONSA-11 WALL SECTIONSA-12 WALL SECTIONSA-13 ENLARGED ELEVATOR PLANS & SECTIONSA-16 ENLARGED RESTROOM PLANS & ELEVATIONSA-17 INTERIOR ELEVATIONSA-19 WINDOW TYPES & DETAILSA-20 DOOR SCHEDULE & DETAILSA-21 ROOM FINISH PLAN & SCHEDULE

STRUCTURAL

S-0 GENERAL NOTESS-0.1 GENERAL NOTES ABBREVIATIONS & SCHEDULESS-0.2 SCHEDULESS-0.3 INSPECTION SCHEDULESS-0.4 SLAB-ON-GRADE TYPICAL DETAILSS-0.5 TYPICAL MASONRY / WALL DETAILSS-0.6 STEEL BAR JOIST ROOF TYPICAL DETAILSS-1 LOWER LEVEL FOUNDATION PLANS-2 UPPER LEVEL FLOOR FRAMING PLANS-3 ROOF FRAMING PLANS-4 DETAILS

MECHANICAL

M-1 MECHANICAL LEGEND & SCHEDULESM-2 MECHANICAL SCHEDULESM-3 MECHANICAL DRAWINGSM-4 VENTILATION SCHEDULEM-10 LOWER LEVEL MECHANICAL PLANM-11 UPPER LEVEL MECHANICAL PLANM-12 ROOF MECHANICAL PLAN

PLUMBING

P-1 PLUMBING NOTES & LEGENDP-2 PLUMBING SCHEDULESP-3 PLUMBING DIAGRAMSP-10 UNDERGROUND PLUMBING PLANP-11 LOWER LEVEL PLUMBING PLANP-12 UPPER LEVEL PLUMBING PLANP-13 ROOF PLUMBING PLAN

ELECTRICAL

E-1 ELECTRICAL LEGEND AND COMCHECKE-2 ELECTRICAL ONE-LINE DIAGRAME-3 ELECTRICAL SCHEDULESE-4 ELECTRICAL SCHEDULESE-5 ELECTRICAL SCHEDULESE-9 ELECTRICAL SITE PLANE-10 LOWER LEVEL POWER PLANE-11 UPPER LEVEL POWER PLANE-12 ROOF POWER PLANE-20 LOWER LEVEL LIGHTING PLANE-21 UPPER LEVEL LIGHTING PLAN

DRAWING INDEX

AUDIO / VISUAL

XP-000 COVER - PERFORMANCE SYSTEMSXP-110 UPPER LEVEL PERFORMANCE SYSTEMXP-120 RCP PERFORMANCE SYSTEMSXP-200 ELEVATIONS - PERFORMANCE SYSTEMSXP-300 SECTIONS - PERFORMANCE SYSTEMSXP-500 DETAILS - PERFORMANCE SYSTEMSXP-600 SCHEDULES - PERFORMANCE SYSTEMSXP-900 3D VIEWS - PERFORMANCE SYSTEMS

DENVER, COLORADO 80227

LEE ARCHITECTS / INTERIOR DESIGNERS2525 SOUTH WADSWORTH BLVD., STE. #21

[email protected](303) 989-4500

EMAIL:PHONE

CASTLE ROCK, COLORADO 80104

STEVE JIRSA, P.E.(303) [email protected]:

PHONE:CONTACT:

221 PERRY STREETJOURNEY CHURCH

14257 WEST EVANS CIRCLE

[email protected](303) 917-1757JOE COCO, P.E.

LAKEWOOD, COLORADO 80228

EMAIL:PHONE:CONTACT:

CKE ENGINEERING, INC.

JIRSA HEDRICK CONSULTINGENGINEERS7000 EAST BELLEVIEW AVENUEGREENWOOD VILLAGE, COLORADO80111

JOHNNY LEE, AIACONTACT

CONTACT:PHONE:EMAIL:

PASTOR SCOTTY PRIEST

(720) [email protected]

ROGER CRAWFORD, P.E.(303) [email protected]:

PHONE:CONTACT:

MEP CONSULTING ENGINEERS6402 S. TROY CIRCLE, SUITE 100CENTENNIAL, COLORADO 80111

ANNEX BUILDING, SUITE 250

DEVELOPMENT ADVISORS, LLC200 S. COLORADO BOULEVARD

[email protected](303) 534-3344

EMAIL:PHONE:

TIM DREESSENCONTACT:

DENVER, COLORADO 80222

PROJECT DIRECTORY:

TONGUE & GROOVET.&G.

CONT. CONTINUOUS

MATERIAL MAXIMUM MECHANICAL

MANHOLE

OVER ALL ON CENTER

OFFICE

OPENING OPPOSITE

OVER HEAD

PARTITION

PLUMBING PAIR

QUARRY TILE

LAMINATE(D) LAVATORY

LIGHT

MASONRY

MEETING

NEW

NOMINAL

NOT IN CONTRACT NOT TO SCALE

MANUFACTURER

MISCELLANEOUS

PRECAST CONCRETE

PERFORATED

POURED IN PLACE

PRESSURE TREATED

PROPERTY LINE

LABORATORY

LIGHT WEIGHT CONCRETE

PRESSED STEEL

MASONRY OPENING

OPPOSITE HAND

OUTSIDE DIAMETER

EXH. EXHAUST

EXPANSION

FOOT OR FEET

FURNISHED BY OWNER FURNISHED BY TENANT FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH(ED) FURNISHED & INSTALLED BY OWNER FURNISHED & INSTALLED BY TENANT FLOOR

FUTURE

EXTERIOR

F.E.C.

F.H.C.FIN.F.I.O.

F.I.T.

FT.FLR., FL.

FUT.FTG. FOOTING

EXP.EXIST.(E)

F.B.T.F.D.

F.B.O.

F.E.FDN.

EXT.

EXISTING EXISTING

P.C. P.I.P.

PR.

PT. PTN.

PT.

Q.T.

P.L.

(P), P, P'TD

PLMG.

P.S.

POINT

PAINTED

O.A. O.C.

OFC. O.H.

OPG. OPP.

PERF.

O.H.

O.D.

CONSTRUCTION COUNTER CERAMIC TILE

EQUIPMENT EACH WAY

DOUBLE ACTING DOUBLE DETAIL DRINKING FOUNTAIN DIAMETER DOWN DRAWING

EACH EXPANSION JOINT ELECTRIC ELEVATION ELEVATOR EQUAL

ELECTRIC WATER COOLER

DRWG.

EA.

ELEC.EL.

EQUIP.EQ.ELEV'R.

E.W.C.E.W.

E.J.

CNTR.C.T.

CONSTR.

D.A.

DTL.D.F.

DBL.

DN.DIA.

MFR. M.H. MIN.

MTG. MTL.

MISC.

(N) N.I.C. N.T.S. NOM.

M.O.

METAL

MINIMUM

MAS. MATL. MAX. MECH.

LAB.

LAV.

LT.

LAM.

L.W.C.

COVERING

WATER HEATER

WATER CLOSET

WITHOUT

WAINSCOT WEIGHT

CHANNEL

FABRIC

WATERPROOF

WELDED WIRE

CENTERLINE

DIAMETER NUMBER#

PL@ AT

PLATE

<[

CL ANGLE

WOODWD.

WSCT.

W.W.F.

W/OW.P.

WT.

W.H.W/W.C.

WITH

TELEPHONE THICKNESS TOP OF JOIST

TOOL JOINT

TYPICAL

UNLESS OTHERWISE

TOPOGRAPHY

TOP OF CONCRETE TOP OF FOOTING

TOP OF MASONRY

TOP OF BEAM

VARIES VERTICAL VESTIBULE VINYL COMPOSITION

VINYL WALL

UTILITY

VAR.VERT.

V.W.C.

VEST.V.C.T.

TILE

U.O.N.

UTIL. NOTED

T.O.F.

TOPO.T.O.M.T.J.

TYP.

THK.T.O.J.

TEL.

T.O.C.T.O.B.

KNEE SPACE

INTERIOR

HOSE BIBB

HARDWARE

HORIZONTAL HEIGHT HEATER

INSULATION

JANITOR

HARDWOOD

GAUGE GALVANIZED GENERAL CONTRACTOR

INSIDE DIAMETER

GLASS GROUND

HARDEN & SEAL

HOLLOW CORE HARDBOARD

HOLLOW METAL

GALVANIZED STEEL

BH. BULKHEAD

BOARD & BATTENBOTH SIDES

UNIT CONCRETE

BITUMINOUS BUILDING BLOCK BEAM BOTTOM BEARING BASEMENT

CABINET CAULK CAST IRON CAST IN PLACE CONTROL JOINT CEILING CONCRETE MASONRY

CONNECTION

BUILDING SECTION

CAB.(C)

COL.

CIC.I.P.C.J.CLG.C.M.U.

CONC.CONN.

COLUMN

B & BBD.

B.S.

BITUM.BLDG.BLK.BM.BOT.BRG.BSMT.B.S.

INT.

KS

JM. JAN. JST. JT.

KIT.

JOINT

KITCHEN

JOIST

JAMB

H.C.

HDWR., HW. HDBD.

HORIZ. HT.

HD. HTR.

I.D. INSUL.

H.M.HDWD.

HEAD

ARCHITECT(URAL) ASPHALT

ANCHOR BOLT ACOUSTIC(AL) AIR CONDITIONING

ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE

ACOUSTIC TILEACT.A.B.

A.C.ACOUS.

ADJ.A.F.F.AL.

ARCH.ASPH.

ALT.

GA. GALV. G.C.

GL. GND. GR.

GYP.

H. & S. H.B.

G.S.

GRADE GYPSUM

ROUGH OPENINGR.O.

SEALANT

RIGHT-OF-WAY

CEILING SCHEDULE

STATION STANDARD STORAGE

SQUARE

SUSPENDED ACOUSTICAL

SQUARE FEET/FLOOR

SPECIFICATION

STAINLESS STEEL

STAINED

STRUCTURAL SUSPENDED SYMMETRICAL

TOP & BOTTOM

SIMILAR

SPACES

SQ.

SUSP.

T., TR.

SYM.S, ST.

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STOR.STRL.

S/SSTA.STD.

SCHED.

SPEC.

S.F.SHT.SIM.

SP.

SHEET

R.O.W.

(S)S.A.T.

RELOCATEDREVERSE

REMOVE

REQUIRED

RUBBER BASE ROOF DRAIN

REINFORCINGREFLECTED

RADIUS

REL.

R.D.

REQD.REINF.

RE:

RM.REFL.

REFER

ROOM

REV.

R., RI.(R)R.B.

RAD RISER

AMERICANS WITHADA DISABILITIES ACT

AMERICAN NATIONALANSI STANDARDS INSTITUTE

CLOSETCLOS.

L.L.H. LONG LEG HORIZONTAL L.L.V. LONG LEG VERTICAL

PREFINISHED P.F.

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION

INTE

RST

ATE

25

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DES

DAL

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CASTLE PINESPKWY

VICINITY MAP:

PROJECTLOCATION

OWNER:

OWNER'S AGENT:

ARCHITECT:

CIVIL ENGINEER:

STRUCTURAL ENGINEER:

M/E/P ENGINEER:

ABBREVIATIONS:

ALTERNATES:

GENERAL NOTES:

SYMBOLS:

GENERAL NOTES1. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR

OBTAINING ALL REQUIRED BUILDING PERMITS.2. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMITY WITH ALL

LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OFGOVERNMENT AUTHORITIES HAVING JURISDICTION.

3. BEFORE COMMENCEMENT OF THE WORK AND PRIOR TO ORDERING ANYMATERIALS, THE CONTRACTOR AND HIS SUBCONTRACTORS SHALLFIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS SHOWN INTHE CONTRACT DOCUMENTS. ANY DEVIATIONS, DISCREPANCIESAND/OR CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THEARCHITECT.

4. THESE DRAWINGS REQUIRE COMPLETE AND OPERATIONAL BUILDINGSYSTEMS/COMPONENTS. ANY MISCELLANEOUS ITEMS OR MATERIALSNOT SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPEREXECUTION OF THE WORK, SHALL BE PROVIDED BY THE CONTRACTOR.

5. IT IS THE CONTRACTOR’S RESPONSIBILITY TO VERITY THESEDIMENSIONS FOR BOTH QUANTITY TAKE-OFFS AND CONSTRUCTION.SHOULD A DISCREPANCY OCCUR BETWEEN THE CONTRACTDOCUMENTS AND EXISTING CONDITIONS, IMMEDIATELY NOTIFY THEARCHITECT IN WRITING.

6. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALEDETAILS GOVERN OVER SMALL SCALE.

A. DRYWALL PARTITIONS ARE DIMENSIONED FACE OF STUD TO FACE OFSTUD.

7. THE CONTRACTOR SHALL SUBMIT ALL PROPOSEDSUBSTITUTIONS TO THE ARCHITECT IN WRITING WITH SUFFICIENTINFORMATION, SAMPLES AND DIFFERENCE IN COST FOR AN “”INFORMED EVALUATION.” SUBSTITUTIONS MUST BE APPROVEDIN WRITING BEFORE THEY MAY BE USED.

8. THE CONTRACTOR SHALL IMMEDIATELY, WHEN NOTIFIED OF APROPOSED CHANGE, DEVELOP COST AND SCHEDULERAMIFICATIONS FOR OWNER APPROVAL/ACCEPTANCE.

9. THE CONTRACTOR SHALL PERFORM HIGH-QUALITYPROFESSIONAL WORK, USING ONLY WORKMEN WHO ARESKILLED AND EXPERIENCED IN THE SPECIFIC TASKS REQUIRED.JOIN MATERIALS TO UNIFORM ACCURATE FITS SO THEY MEETWITH NEAT STRAIGHT LINES. INSTALL EXPOSED MATERIALSAPPROPRIATELY LEVEL, PLUMB, AND AT ACCURATE RIGHTANGLES, OR FLUSH WITH ADJOINING MATERIALS.

10. THE CONTRACTOR SHALL ARRANGE TO ACCOMMODATE “NOT IN CONTRACT” WORK. WHEN INFORMATION IS INADEQUATE,REQUEST FURTHER INSTRUCTION BEFORE PROCEEDING.

11. SHOP DRAWINGSA. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, PRODUCT DATA,

AD/OR SAMPLES AS REQUIRED TO EXPLAIN WORK ALL TRADES.B. ARCHITECT SHALL REVIEW SHOP DRAWINGS AND SAMPLES WITH

REASONABLE PROMPTNESS SO AS TO CAUSE NO DELAY. SUCHREVIEW IS ONLY FOR CONFORMITY TO THE DESIGN CONCEPT FOR THEPROJECT AND WITH THE INFORMATION GIVEN IN THE CONTRACTDOCUMENTS. THE REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE AREVIEW OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. SHOPDRAWINGS THAT CONTAIN EXCESSIVE ERRORS OR THAT AREINCOMPLETE WILL BE RETURNED FOR RE-SUBMITTAL, AND ANY DELAYTHEREBY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

C. THE CONTRACTOR SHALL MAKE ANY REVISIONS AS NOTED BY THEARCHITECT AND RE-SUBMIT CORRECTED SHOP DRAWINGS FOR REVIEWAND/OR RECORD.

D. THE ARCHITECT’S REVIEW OF SHOP DRAWINGS OR SAMPLES SHALLNOT RELIEVE THE CONTRACTOR OR RESPONSIBILITY OF ANY DEVIATIONFROM THE CONTRACT DOCUMENTS UNLESS THE CONTRACTOR HASINFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIMEOF SUBMISSION, NOR SHALL THE ARCHITECT’S REVIEW RELIEVE THECONTRACTOR OF RESPONSIBILITY FOR ERRORS AND OMISSIONS IN THESHOP DRAWINGS OR SAMPLES.

E. NO PORTION OF THE WORK REQUIRING SHOP DRAWINGS OR SAMPLESUBMISSIONS SHALL BE COMMENCED UNTIL THE SUBMISSION HASBEEN REVIEWED BY THE ARCHITECT.

12. SUBMITTALSA. SHOP DRAWINGS REQUIRED FOR WORK UNDER THIS PROJECT:1. FINISH CARPENTRY AND MILLWORK2. NEW DOORS AND FRAMES3. ELECTRICAL (SEE ELECTRICAL DRAWINGS)4. MECHANICAL (SEE MECHANICAL DRAWINGS)5. CARPET6. METAL HANDRAILS & GUARDRAILS7. STOREFRONT WINDOW FRAMES & GLASSB. PRODUCT DATA REQUIRED FOR WORK UNDER THIS PROJECT:1. PAINTING MATERIALS LIST2. ELECTRICAL (SEE ELECTRICAL DRAWINGS)3. PLUMBINGC. SAMPLES REQUIRED FOR WORK UNDER THIS PROJECT:1. PAINT FINISHED (12” X 12”)2. WOOD AND PLASTIC LAMINATE FINISHES3. STUCCO FINISHES4. BRICK VENEER

13. ALL CONTRACTOR REQUESTS FOR SUBSTITUTION OF SPECIFIED ITEMSSHALL BE MADE IN ACCORDANCE WITH THE FOLLOWING:

A. SUBMIT TWO (2) COPIES OF EACH REQUEST. SUBMIT SEPARATE REQUEST FOREACH SUBSTITUTION. DOCUMENTS EACH REQUEST WITH COMPLETE DATASUBSTANTIATING COMPLIANCE OF POSED SUBSTITUTION WITH REQUIREMENTSOR THE CONTRACT DOCUMENTS. SUBMIT SUBSTANTIATING DATA WITHDRAWINGS AND SAMPLE AS APPROPRIATE, INCLUDING:

1. REASON FOR SUBSTITUTION REQUEST2. CATALOGS AND/OR DRAWINGS SHOWING CAPACITIES, FUNCTIONS, DIMENSIONS,

CONSTRUCTION DETAILS, METHODS OF ASSEMBLY, CONNECTIONS ANDINSTALLATION OF THE WORK.

3. LABORATORY TEST DATA4. COMPARISON OF THE QUALITIES OF THE PROPOSED SUBSTITUTIONS WITH THAT

SPECIFIED.5. CHANGES REQUIRED IN OTHER ELEMENTS OF THE WORK BECAUSE OF

SUBSTITUTION.6. EFFECT ON THE CONSTRUCTION SCHEDULE.7. DETAILED COST DATA ACCEPTABLE TO THE ARCHITECT COMPARING THE

PRODUCT SUBSTITUTION WITH THE PRODUCT SPECIFIED.8. ANY REQUIRED LICENSING FEE OR ROYALTIES9. AVAILABILITY OF MAINTENANCE SERVICE AND SOURCE OF REPLACEMENT

MATERIALS.14. THE CONTRACTOR SHALL UPON COMPLETION REMOVE ALL PAINT

FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED ONSURFACES, INCLUDING LIGHT FIXTURES, DIFFUSERS, REGISTERS, FITTING, ETC., BEFORE PAINTING, PROTECTING AND REPLACING SAMEWHEN PAINTING IS COMPLETE.

15. APPLICATION FOR ALL PAINTED SURFACES SHALL BE NOT LESS THANA TWO-COAT SYSTEM, UNLESS OTHERWISE NOTED, USING THECOMPLETE PAINT SYSTEM (SEALER, PRIMER, FINISH COAT, ETC.) ASRECOMMENDED BY THE PAINT MANUFACTURER AND “THE MODERNGUIDE TO PAINTING SPECIFICATION, “LATEST EDITION, AS A MINIMUMSTANDARD.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD INSPECTION OF THESURFACES TO RECEIVE PAINT AND ASSURING THAT SUCH SURFACESARE ACCEPTABLE FOR APPLICATION PRIOR TO INITIATING ACTUALWORK. NO PAINT OR FINISH SHALL BE APPLIED ON ANY SURFACEWHICH IS UNFINISHED, NOT PROPERLY PREPARED OR OTHERWISE NOTFULLY ACCEPTABLE FOR THE FINISH APPLICATION. ALL ROUGHNESSOR OTHER IRREGULARITIES THAT MAY APPEAR AFTER PRIMING SHALLBE THOROUGHLY SANDED OUT OR OTHERWISE CORRECTED TOPROVIDE A SMOOTH, EVEN SURFACE FOR PAINTING AND FINISHING.FINISHED APPLICATION AND WALL APPEARANCE SHALL BE FREE ORSURFACE AND COLOR IRREGULARITIES. BY FINISHING THESESURFACES, THE FINISH CONTRACTOR ACCEPTS THE RESPONSIBILITYOF THE FINAL PRODUCT.

17. CONTRACTOR SHALL TAKE CARE TO PROTECT EXISTING FINISHEDSURFACES, MILLWORK, HARDWARE, EQUIPMENT AND FIXTURES WHICHARE TO REMAIN.

18. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLEDMATERIALS, MILLWORK, BUILT-INS AND FINISHES.

19. THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL TURNOVER THEPROJECT TO THE OWNER.

A. FREE FROM ALL CONSTRUCTION DEBRIS, SCRAPES, MATERIALS ANDEQUIPMENT.

B. ALL INTERIOR GLASS FREE FROM ALL MANUFACTURE’S LABELS, FINGERPRINTS,ETC., AND CLEANED ON BOTH SIDES.

C. ALL MILLWORK DOORS AND BUILT-INS WIPED DOWN AND FREE DIRT, GREASEAND OTHER FOREIGN MATERIALS.

D. ALL RESILIENT TILE FLOORS CLEANED AND WAXED.E. ALL VINYL WALLCOVERING FREE OF DIRT AND OTHER FOREIGN MATERIALS.20. THE CONTRACTOR SHALL REFER TO THE CONTRACT DOCUMENTS IN

THEIR ENTIRETY WHEN DETERMINING THE SPECIFIC LOCATIONS OFFIXTURES, RECEPTACLES AND EQUIPMENT. SHOULD ANYDISCREPANCIES OR AMBIGUITIES APPEAR AMONG THE CONTRACTDOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.

21. FINAL CLEAN UPA. GLASS: BOTH SIDES OF GLASS SHALL BE CAREFULLY AND THOROUGHLY

CLEANED BY PROFESSIONAL WINDOW CLEANERS AND LEFT ABSOLUTELY CLEANAND FREE PAINT, LABELS, GREASE, DIRT, ETC.

B. HARDWARE: CLEAN AND POLISH HARDWARE AND LEAVE CLEAN AND FREE FROMPAINT, GREASE, DIRT, ETC.

C. PLUMBING: CLEAN AND POLISH PLUMBING FIXTURES, FITTINGS AND EXPOSEDPLATED PIPING. WIPE CLEAN AND FREE FROM PAINT GREASE, DIRT, ETC.

D. EQUIPMENT: CAREFULLY AD THOROUGHLY CLEAN ITEMS OF EQUIPMENT,MECHANICAL, ELECTRICAL, CABINETS, DUCTWORK, ETC.

E. FLOORS: THOROUGHLY CLEAN FLOORS. MOP RESILIENT FLOOR COVERINGSWITH WARM WATER AND MILD DETERGENT AS RECOMMENDED BYMANUFACTURER OF THE TILE, THAN THOROUGHLY MACHINE BUFF. DAMP MOP ORSCRUB CONCRETE FLOORS AS REQUIRED TO LEAVE THEM THOROUGHLY CLEANWHEN BUILDING IS TURNED OVER TO THE OWNER.

22. EXAMINATION OF THE SITETHE CONTRACTOR SHALL VISIT THE JOB SITE WITH HISSUBCONTRACTORS BEFORE HIS BID IS SUBMITTED TO THE OWNER.FAILURE TO VISIT THE SITE WILL IN NO WAY RELIEVE THE CONTRACTORFROM NECESSITY OF FURNISHING MATERIALS OR PERFORMING WORKREQUIRED TO COMPLETE WORK IN ACCORDANCE WITH THE DRAWINGSWITHOUT ADDITIONAL COST TO OWNER.

23. WORK BY OTHERWORK TO BE COORDINATED WITH DURING CONSTRUCTION:

1. COMPUTER EQUIPMENT2. TELEPHONE SYSTEM

24. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS AND METAL“L” SHAPE TRIM COMPARABLE TO USG 200B WHERE GYPSUM BOARDJOINS DISSIMILAR MATERIALS.

25. PROVIDE BLOCKING AS REQUIRE PART OF PARTITION FRAMING FORATTACHMENT OF, INCLUDING BUT NOT LIMITED TO, WALL CABINETS,MIRRORS, GRAB BARS, RAILINGS, PLUMBING EQUIPMENT, FIREEXTINGUISHER DRAPERY TRACKS.

26. AS PART OF FINAL COMPLETION CONTRACTOR SHALL CLEAN, VACUUM,SWEEP, WAX (IF REQUIRED), POLISH, ADJUST ALL SURFACES ANDEQUIPMENT AS NEEDED OR DIRECTED BY ARCHITECT; INCLUDINGEXTERIOR OF THE BUILDING.

A1: ALTERNATE PRICING #1: PROVIDE ALTERNATE COST FOR PROVIDING WOOD DUTCH DOORS AT CLASSROOMS 112, 113, 114, 116, 122, 124 & 126.

Checked by

Job No. 15048

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Clydesdale Rd.Castle Pines

Colorado 80108

Title

LEE JL

January 26th, 2016

THIS DRAWING IS THE SOLE PROPERTY OF LEEARCHITECTS/INTERIOR DESIGNINERS. DO NOT REPRODUCE

WITHOUT WRITTEN AUTHORIZATION OF LEEARCHITECTS/INTERIOR DESIGNERS.

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A-0

PROJECT INFORMATION

Checked by

Job No. 15048

Date

Drawn by:

Revisions:

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Colorado 80108

Title

LEE JL

January 26th, 2016



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A-1

EGRESS PLANS & CODEANALYSIS

Project Name: Journey Church

Location: Douglas CountyCastle Pines, Colorado

Architect: Lee ArchitectsMr. Johnny Lee, AIA, NCARBArchitect of Record

Applicable Codes: 2012 International Building Code (IBC)2012 International Mechanical Code (IMC)2012 International Fuel and Gas Code (IFGC)2012 International Plumbing Code (IPC)2012 International Fire Code (IFC)2014 NFPA National Electrical Code (NEC)2009 International Energy Conservation Code (IECC)2009 ANSI A117.1 Accessibility Code

Chapter 3 – Use and Occupancy Classification (IBC)

Section 304 - Business Group A-3Places of Religious Worship

Section 304 - Business Group EEducational with Occupant Load over 100.

Section 311 – Storage – Moderate Hazard Group S-1Moderate Hazard Storage

Chapter 5 – General Building Heights and Areas (IBC)

Construction Type II-B Refer to Chapter 6

PROPOSED BUILDING AREA: (Space within surrounding exterior walls)

LOWER LEVEL:Group A-3 – Worship Space / Lobby 1,965 GSFGroup E – Educational 3,025 GSFGroup S-1 – Storage – Moderate Hazard 390 GSFMiscellaneous Incidental Use / Circulation: 1,730 GSFFloor Total 7,110 GSF

UPPER LEVEL:Group A-3 – Worship Space / Lobby 5,275 GSFGroup E – Educational 0 GSFGroup S-1 – Storage – Moderate Hazard 385 GSFMiscellaneous Incidental Use / Circulation: 810 GSFFloor Total 6,470 GSF

BUILDING TOTAL:Group A-3 – Worship Space 7,240 GSFGroup E – Educational 3,025 GSFGroup S-1 – Storage – Moderate Hazard 775 GSFMiscellaneous Incidental Use / Circulation: 2,540 GSFFloor Total (Both Floors) 13,580 GSF

Proposed Building Height: 38’-0” - 2 Story

Table 503 – Allowable Building Heights and Areas – Type II-BGroup A-3

Tabular Area 9,500 SF

Group ETabular Area 14,500 SFTabular Height 55’-0” / 2 Stories

Group S-1Tabular Area 26,000 SFTabular Height 55’-0” / 3 Stories

Note: Group A-3 will be used for the overall design ofthe building and allowable area.

Section 506 – Building Area Modifications506.1 – General

Aa = {At+[At x If] + [At x Is]}

Aa = Allowable Building Area / StoryAt = 9,500 sf Allowable Tabular AreaIf = 0.75 Frontage Increase per 506.2Is = 0 Sprinkler Protection Increase

Aa = {9,500 + [9,500 x 0.75] + [9,500 x 2]}Aa = 9,500 + 7,125 + 19,000Aa = 35,625 sf / 2 Story

506.2 – Frontage IncreaseIf = [ F / P – 0.25 ] W / 30

If = 0.75 Area Increase Due to FrontageF = 367’ Open Perimeter w/ 30’ Min.P = 367’ Building PerimeterW = 30’ Width of Public Way

If = [367’ / 367’ – 0.25 ] 30’ / 30’If = 0.75 or 75%

506.3 – Automatic Sprinkler System IncreaseIs = 2

Section 508 – Mixed Use and Occupancy508.3 – Non-separated Occupancies Per Table 508.4

Table 508.4 – Required Separation of OccupanciesBetween Groups A-3, E & S-1 – Fully-Sprinklered No Separation Req’d

Chapter 6 – Types of Construction (IBC)

Section 602 – Construction Classification602.3 – Type II-B

Table 601 – Fire-Resistance Rating Requirements for Building Elements (Hours)

Building Elements Construction Type II-B

Primary Structural Frame 0 hrsBearing Walls

Exterior 0 hrsInterior 0 hrs

Non-bearing Walls and PartitionsExterior 0 hrsInterior 0 hrs

Floor Construction 0 hrsRoof Construction 0 hrs

Chapter 9 – Fire Protection Systems (IBC & IFC)

Section - 903.2.9 Group A-3: The proposed Fire Area exceeds 12,000 S.F.,therefore an automatic sprinkler system shall be provided in building.

Section 906 - IFC - Portable Fire Extinguishers906.1 – Where Required A-3

Chapter 10 – Means of Egress (IBC)

Section 1004 – Occupant Load

See Egress Plans and Summary below.

Section 1005 – Means of Egress Sizing1005.3 – Minimum Required Egress Width

Stair Width 0.3” / occupantOther Egress Components 0.2” / occupant

Section 1007 – Accessible Means of Egress1007.1 – Accessible Means of Egress In Compliance

Section 1014 – Exit Access1014.3 – Common Path of Egress Travel

A-3, E & S Occupancy - Fully-Sprinklered 75’

Section 1016 – Exit Access Travel Distance

Table 1016.2 – Exit Access Travel DistanceA-3, E & S Occupancy - Fully-Sprinklered 250’

Chapter 29 – Plumbing Systems (IBC)

Table 2902.1 – Minimum Number of Required Plumbing FixturesTable 403.1 – Minimum Number of Required Plumbing Fixtures

Group A-3 – Assembly for 931 Occupants465 Male Occupants465 Female Occupants

REQUIRED: Water Closets LavatoriesMen Women Men Women ShowersDrinking Ftn. Other1/150 1/75 1/200 1/200 - 1/500 Serv. Sink4 7 3 3 - 2 1

PROPOSED: Water Closets LavatoriesMen Women Men Women ShowersDrinking Ftn. Other1/150 1/75 1/200 1/200 - 1/500 Serv. Sink6 7 4 5 - 2 2

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January 26th, 2016



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ARCHITECURAL SITEPLAN

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Title

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January 26th, 2016



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A-3

SITE DETAILS

WH

REF

.D

W

UP

UPUP

DN

4 A-7

2 A-7

3 A-7

2A-8

8' -

0"9'

- 6"

23' -

8"

8' -

0"8'

- 0"

2A-9

1A-8

1A-9

3A-11

20' -

0"

23' -

8"

101'

- 4"

46' -

10"

10' -

10"

3' - 2" 3' - 2"77' - 10"

84' - 2"

13' - 2"49' - 8"13' - 2"

76' - 0"

84' - 2"

46' -

10"

4' - 2" 4' - 0"

3' -

6"

6' - 2"

17' -

1"

6' -

7"

1' -

10"

2A-12

7' - 0"14' - 9 1/2"47' - 8 3/4"

10' -

2 1

/4"

5' -

1 1/

4"

14' -

5 3

/4"

26' -

6 1

/4"

17' -

3"

24' -

3 1

/4"

20' - 2 3/4" 5' - 11 1/4" 21' - 3 1/2" 5' - 1 1/4" 20' - 6 1/4"

6' - 5"

A-131A-16

1

A-163

A-1614

A-1615

YOUTH ROOM105

VESTIBULE100

E.M.R.103

COFFEE / COMPUTER110

MEN107

WOMEN108

JANITOR109

CLASSROOM112

CLASSROOM113

CLASSROOM114

CONFERENCE ROOM117

STORAGE118

CLASSROOM116

MECHANICAL / ELECT.119

STORAGE120

CORRIDOR121

CLASSROOM122

STORAGE123

TODDLER124

NURSERY126

TOILET125

ATRIUM101

LOBBY102

STAIR104

GATHERING ROOM115

CORRIDOR111

114

113

112

102-A

116

124

122

118

124-A

121

119-A

103

119

111

120

126-A

105

105-A

117

105-B107

108

109

102

123 123-A

125

124-B

126

100-C

100-B

100

100-A

110 110-AB

B

B

C

H

H

H

I

H

H

H

H

H

H

H

H

H

H

H

H

H

H

HI

I

C

F

E

G

H

F

B

B C

H

H

G

H

K

H

M

K A

B

L L

A

8' -

0"

4' - 2"

11' -

8"

102'

- 2"

15' -

2 3

/4"

15' -

2 3

/4"

14' -

10

3/4"

BLDG.SECT.

BLDG.SECT.

BLDG.SECT.

7' - 0"

3' - 7 1/2"

37' - 9"

5' - 11 1/4"

2' -

9 1/

4"

B

P2

P2

P2

P2

9' -

7 1/

4"

13' -

1 1

/2"

2' -

7 1/

2"

2' - 8"

14' -

1 3

/4"

1' - 4"

1' -

5 1/

2"

12' -

7 1

/2"

6' -

0"5'

- 11

1/2

"

P10

P10

7' - 0" 5' - 6"

35' - 8 1/4" 13' - 3"

P8

P11

P9

P3

BLDG.SECT.

ELEVATOR

15' -

6"

P1

P1

P13

P13

P5

P5P5

COPIERAREA

G

F

E

B

A

1

20' -

4"

23' -

0"

23' -

7 3

/4"

2' -

11 1

/2"

20' -

2 3

/4"

11' -

2"

2 3 4 9 1311 14 15

4"

6' - 3"10' - 11"7' - 10"4' - 0"20' - 5"2' - 7"6' - 3"4' - 7"14' - 10"

2' - 0"

4' - 2"

5 10

D

C

6 7 8

3.2

12

4 A-7

1 A-7

2 A-7

2A-8

2A-9

1A-8

1A-9

4A-12

3A-11

2A-12

3' - 7 3/4"

7' - 0"40' - 5 3/4"14' - 4"

2' - 0"

7' - 0"

3' - 2"84' - 2"

76' - 0"

6' -

8"4'

- 2"

23' -

8"

46' -

10"

10' -

10"

22' - 1 1/2"

42' -

4"

46' -

2"

10' -

2"

8"19

' - 4

"

23' -

8"

17' -

11

3/4"

17' -

4"

11' -

6 1

/4"

5' -

5 3/

4"46

' - 1

0"20

' - 0

"

6' -

2"4'

- 8"

4' - 8"8"

13' - 2"13' - 2" 49' - 8"

A-132

1' -

0"1'

- 0"

21' -

8"

A-162

A-164

A-17

2

3

4

1

A-175

6

7

8

207-C

202

209

205

204

207-A

207-B 207

210

202-A

206

209-A

VESTIBULE200

MEN204

WOMEN205

FAMILY TOILET206

WORSHIP SPACE207

BACKSTAGE/STORAGE209

JANITOR210

LOBBY201

COFFEE / SEATING202

OPEN TO BELOW

STAIR203

G

F

E

F

C

D

D

E

K

H

H

H

I

K

A

L

M

D J

K

E

D

B

I

I K

E

J

JJ

J

K I

L

ADJUSTABLEPLATFORM

208

F

F

FK

GABOVE

G

ABOVE

GABOVE

77' - 10"3' - 4 1/2"3' - 2"

20' -

0"

101'

- 4"

4' - 2"

P1

P1

P10

P10

BLDG.SECT.

BLDG.SECT.

BLDG.SECT.

BLDG.SECT.

9 1/

4"

11' -

8"

25' - 0" 24' - 10"

13' -

9"

P4

9' - 0 1/4"

DUCT SHAFTENCLOSURE

DUCT SHAFTENCLOSURE

2' -

0"

7' - 5 1/4"

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

12' - 0"

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

16' - 2 1/2"

1' -

11 1

/4"

P12

2' -

0"

9' - 3 3/4"

7' - 4 1/2"

5' -

8"4'

- 8"

P14

ELEVATOR

200-A 200-B

200 200-C

C K

6' - 2" 7' - 0"

ELECT. PANELS -SEE ELECT. DWGS

P5

P12

P5

P5

P7

P6

P6

P5

P5

G

F

E

B

A

1

1

2

2 3 4

9

9

13

13

11 14

145

20' -

4"

23' -

0"

46' -

10"

11' -

2"

10

10

7 8

3.1

3.2

6' - 3"

10' - 11"7' - 10"4' - 0"4' - 10"15' - 7"16' - 9"13' - 6"4' - 2"

7.1

12' - 7"4' - 7"14' - 8"2"

2' - 0"

4' - 2" 6' - 3"22' - 9"16' - 8"

4"

12

1' - 5 1/4"

CONCRETE2 IN. INSUL.

2 1/2" MTL.STUD @16" O.C.

5/8" GYP.BD.

1' - 0 1/2"

5/8" GYP. BD.

8" MTL. STUD@ 16" O.C.THERMAXSHEATINGSTONE VENEER

1' - 2"

CONCRETE

2 IN.INSULATION

11 1/2"

5/8" GYP. BD.

8" MTL. STUD @16" O.C.THERMAXSHEATHINGFAUX WOODSIDING

10 1/2"

5/8" GYP. BD.

8" MTL. STUD @16" O.C.THERMAXSHEATHINGVERT. MTL.SIDING

10 3/4"

5/8" GYP. BD.

8" MTL. STUD @16" O.C.THERMAXSHEATHINGSTUCCO

1' - 7 1/2"

5/8" GYP. BD.

(2) LAYERS 8"MTL. STUD @16" O.C.THERMAXSHEATHINGFAUX WOODSIDING

5"

5/8" GYP. BD.

3 5/8" MTL.STUD @ 16"O.C.

7 1/4"

5/8" GYP.BD.

6" MTL.STUD @16" O.C.

4 1/4"

5/8" GYP. BD.

3 5/8" MTL.STUD @16" O.C.

7 3/4" 3/4"

8" CMU

5/8" GYP. BD.

5/8" HATCHANNEL @ 24"O.C. HORIZ.

5"

8

(2) LAYERSTYPE 'X'GYP. BD.

3 5/8" MTL.STUD @16" O.C.

9 1/4"

5/8" GYP. BD.

8" MTL. STUD @16" O.C.

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Colorado 80108

Title

LEE JL

January 26th, 2016



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A-4

FLOOR PLANS

SCALE: 1/8" = 1'-0"1 LOWER LEVEL FLOOR PLANSCALE: 1/8" = 1'-0"2 UPPER LEVEL FLOOR PLAN

1" = 1'-0"B FOUNDATION WALL

1" = 1'-0"C EXT. WALL W/ STONE

1" = 1'-0"A FOUNDATION WALL

1" = 1'-0"D EXT. WALL W/ FAUX WOOD

1" = 1'-0"E EXT. WALL W/ MTL SIDING

1" = 1'-0"F EXT. WALL W/ STUCCO

WALL TYPES

1" = 1'-0"G FAUX WOOD SIDING ACCENT WALL

1" = 1'-0"H 3 5/8" STUD WALL

1" = 1'-0"I 6" STUD WALL

1" = 1'-0"J DUCT ENCLOSURE WALL

1" = 1'-0"L 8" CMU WALL

1" = 1'-0"M I HOUR FIRE RATED WALL

1" = 1'-0"K 8" STUD WALL

GENERAL NOTES1. INTERIOR METAL STUD GAUGES ARE:

25 GA: 12'-9" MAX. HT.22 GA: 14'-0" MAX. HT.20 GA: 15'-0" MAX. HT.

2. MAXIMUM HEIGHT OF METAL STUDS BASED ON A MAXIMUM DEFLECTIONOF L/240.

3. ALL DIMENSIONS ARE FROM FACE OF STUD, CONCRETE FOUNDATION ORMASONRY U.O.N.

4. PROVIDE MIN. R-13 SOUND BATT INSULATION IN ALL WALLS WHICH DEMISEOFFICES, CLASSROOMS, TOILETS & UTILITY ROOM

5. ALL GYPSUM BOARD TO BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS, SHALL BE TAPED, BEDDED, PRIMED, TEXTURED ANDPAINTED. PROVIDE WATER RESISTANT GYPSUM BOARD AT TOILET ROOMS.

6. ALL DOOR R.O. TO BE 4" FROM PERPENDICULAR WALL U.O.N.

7. PROVIDE OCCUPANCY SIGN IN ALL ROOMS WHICH DO NOT HAVE FIXEDOCCUPANCY LOADS GREATER THEN 50. COORDINATE WITH LOCALJURISDICTION. - RE: 3/A-1

PLAN KEYNOTESKEYNOTE DESCRIPTION

P1 FIRE EXTINGUISHER CABINET – RE: DETAIL X/A-X.P2 CUSTOM MILLWORK – RE: ENLARGED PLANS & ELEVATIONSP3 MOVEABLE PLATFORM BY THE OWNERP4 ADJUSTABLE WORSHIP PLATFORM CONSTRUCTIONP5 STEEL COLUMN – RE: STRUCT DWGS.P6 PROJECTION SCREEN – INTERIOR ELEVATIONSP7 GAS METER LOCATION - SEE PLUMBING DWGS.P8 ELECTRICAL MDP EQUIPMENT AND PANELS. PROVIDE ¾” PLYWOOD BACKING AND PANEL

LOCATIONS. RE: ELECTRICAL DWGSP9 DOMESTIC WATER AND FIRE RISER EQUIPMENT – SEE PLUMBING DWGS.P10 ROOF DRAIN LEADERS, CONNECT TO UNDERGROUND STORM LINES – RE: PLUMBING AND CIVIL

DWGS.P11 4’X8’X3/4” PLYWOOD BACKING AT TELEPHONE AND DATA PANELSP12 DECORATIVE METAL / CABLE GUARDRAIL SYSTEM AROUND OPENING – RE: DETAIL X/A-XP13 STACKED MASONRY CMU RETAINING WALL – RE: DETAIL X/A-3P14 STEEL ROOF ACCESS LADDER TO ROOF HATCH ABOVE – RE: DETAIL X/A-X

INDICATES FULL HEIGHT PARTITION

LEGEND

2A-8

2A-9

1A-8

1A-9

9' - 0" A.F.F.

9' - 0" A.F.F.

13' - 6" A.F.F.

12' - 0" A.F.F.

12' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 0" A.F.F.

10' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

13' - 6" A.F.F.

13' - 6" A.F.F.

9' - 6" A.F.F.

13' - 6" A.F.F.

9' - 6" A.F.F.

12' - 0" A.F.F.

12' - 0" A.F.F.

8' - 0" A.F.F.

8' - 0" A.F.F.

OPEN STRUCTURE

9' - 6" A.F.F.

OPEN STRUCTURE

OPEN STRUCTURE

13' - 6" A.F.F.

OPEN STRUCTURE

9' - 6" A.F.F.

9' - 6" A.F.F.

ONE HOUR FIRERATED ASSEMBLYBELOW STAIR

OPEN TOABOVE

9' - 0" A.F.F.

2A-8

2A-9

1A-8

1A-9

9' - 0" A.F.F.

9' - 0" A.F.F.

8' - 0" A.F.F.

14' - 6" A.F.F.

OPEN STRUCTURE

OPEN STRUCTURE

OPEN STRUCTURE

10' - 9" A.F.F.

12' - 4" A.F.F.

9' - 0" A.F.F.

OPEN STRUCTURE

9' - 0" A.F.F.

ACOUSTICAL CEILINGPANELS - SEE A/V DWGS.

THEATRICAL LIGHTING- SEE A/V DWGS.

ROOF ACCESSHATCH ABOVE

CEILING LEGENDACT-1: 2'X4' WHITE LAY IN ACOUSTIC TILE WITH APRELUDE 15/16" EXPOSED TEE GRID - SEE SPECS

GYPSUM BOARD CEILING ON METALSTUD FRAMING, PAINTED P-2

LONGBOARD SOFFIT - WOOD FINISH

2'X4' RECESSED LED LIGHT FIXTURE -SEE ELECT. DWGS.

48" COMMERCIAL HANGING LED STRIP FIXTURE - SEEELECT. DWGS.

8 IN. RECESSED LED DOWNLIGHT - SEE ELECT.DWGS

DECORATIVE PENDANT LIGHT FIXTURE- SEE ELECT. DWGS.

DECORATIVE PENDANT LIGHT FIXTURE- SEE ELECT. DWGS.

TRACK LIGHTING - SEE ELECT. DWGS.

VALANCE LIGHTING - SEE ELECT. DWGS.

6 IN. RECESSED LED DOWNLIGHT - SEE ELECT.DWGS.

Checked by

Job No. 15048

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January 26th, 2016



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REFLECTED CEILINGPLANS

SCALE: 1/8" = 1'-0"1 LOWER LEVEL REFECTED CEILING PLANSCALE: 1/8" = 1'-0"2 UPPER LEVEL REFLECTED CEILING PLAN

2A-8

2A-9

1A-8

1A-9

60 MIL TPO MEMBRANE ROOFING, MECHANICALLYFASTENED ON 1/2" PROTECTION BOARD, R-20 MIN,POLY ISO INSULATION BOARD, 6 MIL V.B. & COVERBOARD (TYPICAL)

ROOF DRAIN & OVER FLOWDRAIN LOCATIONS, CONNECT TOU.G. STORMLINES

127' - 9 1/4"

132' - 10"

131' - 10 1/2"

138' - 0"

138' - 0"

MECHANICAL ROOFTOP EQUIPMENTROOF DRAIN & OVER FLOW SCUPPERLOCATION AT HIGH ROOF

PREFINISHED MTL. COPINGCAP FLASHING (TYPICAL)

1/4"

/ 1'

-0"

1 1/2" / 1'-0" 1 1/2" / 1'-0"SLOPE SLOPE

SLO

PE

132' - 0"

FORM CRICKETS W/ TAPEREDINSUL. - TYPICAL

CONDUCTOR HEAD W/ DOWNSPOUT DOWNTO LOW ROOF

R.D. R.D.

PREFINISHED EDGE FLASHING, TYP.

30" X 36" ROOF ACCESS HATCH -SEE DETAIL X/A-X

ELEVATOR TOWER

OVERFLOWCONDUCTOR HEADW/ DOWNSPOUT

R.D.R.D.

136' - 0"T.O. PARAPET ROOF HIGH PT.

ROOF LOW PT.

132' - 0"ROOF LOW PT.

ROOF HIGH PT.

ROOF HIGH PT.

T.O. PARAPET

ROOF LOW PT.

132' - 7 1/4"ROOF HIGH PT.

PREFINISHED EDGE FLASHING, TYP.

6"X6" GUTTER W/DOWNSPOUT

5' -

1 1/

4"

5' -

1 1/

4"

SLOPE1/4" / 1'-0"

SLOPE1/4" / 1'-0"

127' - 5 1/2"ROOF LOW PT.127' - 5 1/2"

ROOF HIGH PT.128' - 3"

SLOPE1/4" / 1'-0"

O.D.O.D.

EXHAUST FANTAPERED ROOF INSULATIONON CONCRETE ROOF DECK -SEE STRUCT. DWGS.

Checked by

Job No. 15048

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Colorado 80108

Title

LEE JL

January 26th, 2016



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ROOF PLAN & DETAILS

SCALE: 1/8" = 1'-0"1 ROOF PLAN

RTU

RTU

RTU

RTU

RTU RTU RTU

RTU RTU

RTU

RTU

RTU

ROOF NOTES1. VERIFY & COORDINATE DUCT CURB AND ROOF PENETRATION LOCATIONS; SEE MECHANICAL /

ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND COORDINATION.2. VERIFY LOCATIONS OF ALL HVAC UNIT - ELECTRICAL, GAS AND CONDENSATE DRAIN

PENETRATIONS WITH UNITS' MANUFACTURER.3. LOCATION OF ALL ROOFTOP EQUIPMENT IS APPROXIMATE, COORDINATE WITH STRUCTURE IN

THE FIELD.4. THE POLY ISO ROOFING INSULATION SHALL BE 3-YEAR AGED SOLAR REFLECTANCE OF >=

0.55 AND A THERMAL EMITTANCE OF >= 0.75.5. PLUMBING VENTS OR EXHAUST UNITS ARE NOT ALLOWED WITHIN 10'-0" OF AIR INTAKES OR

5'-0" OF EXTERIOR WALLS.6. ALL ROOF PENETRATIONS SHALL BE LOCATED 3'-0" OR MORE FROM FLOW LINES.7. COORDINATE WITH STRUCTURAL DRAWINGS FOR ROOF STRUCTURE BEARING HEIGHTS.

ROOF SLOPES SHALL NOT BE LESS THAN 1/4" PER FOOT.8. ALL SHEET METAL FLASHING TO COMPLY WITH THE "ARCHITECTURAL SHEET METAL MANUAL",

2003 EDITION AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORSNATIONAL ASSOCIATION (SMACNA).

9. ROOFING CONTRACTOR SHALL FURNISH & INSTALL ALL REQUIRED REGLETS.10. ALL SHEET METAL FLASHING AND CAPS EXPOSED TO THE PUBLIC SHALL BE PAINTED OR

PREFINISHED TO MATCH ADJACENT FINISH COLOR. SEE BUILDING ELEVATION FORCOLOR SPECIFICATIONS. ALL OTHER FLASHING TO BE GALVANIZED.

11. ALL GAS LINES TO BE LOCATED ON ROOF. - PROVIDE GAS PIPING SUPPORTS ON MECHANICALDRAWINGS.

12. PROVIDE RUBBER TRAFFIC PADS AROUND EQUIPMENT PER SPECIFICATIONS AND ASINDICATED.

13. TYPICAL ROOFING SYSTEM DETAILS BASED OFF OF THE JOHNS MANVILLE ROOFING SYSTEMS- 60 MIL. SINGLE-PLY MEMBRANE ROOFING SYSTEM, 20-YEAR NDL WARRANTY. REFER SEEROOF DETAILS, ACCESSORIES AND SPECIFICATIONS.

14. PROVIDE SPLASH BLOCKS @ ALL CONDENSATION DRAINS, TYPICAL.

LOWER LVL.100' - 0"

UPPER LVL.114' - 0"

2A-8

ENTRY ROOF138' - 0"

1A-8

1A-9

124-A 121126-A100 100-A

E G H

FA

G

18' - 0" 10' -

0"

2' -

6"17

' - 0

"2'

- 6"

2' - 0"3' - 4"11' - 8"

E1 E3 34 E10

E6

E6

E7

E18E5

E9 E2

MECHANICAL ROOFTOPEQUIPMENT BEYOND

E16 E16

E16

E8

E12E4

UPPER LVL.114' - 0"

ENTRY ROOF138' - 0"

2A-9

LOBBY PARAPET132' - 0"

202 202-A

D

J

B

UPPER LEVEL114' - 0"

LOWER LEVEL100' - 0"

E15

E6

E6

E6

E3

E3

DASHED LINE OF FOUNDATION

E4

E11 E2

E9 E8

E4

E1

UPPER LVL.114' - 0"

2A-8

T.O. FAUX WOOD SIDING134' - 0"

1A-8

1A-9


T.O. VENEER119' - 4"


207-C

L 2' -

0"8'

- 0" 2'

- 0"

2' - 0" 3' - 2" 13' - 10"

34 E3

E7

E6

34

E17

E9 E5E14

MECHANICAL ROOFTOPEQUIPMENT BEYOND

E8 E2 E4

E2

E11

B.O. BUMPOUT122' - 0"

B.O. CElLING123' - 0"

UPPER LVL.114' - 0"

2A-9

T.O. PARAPET136' - 0"


119-A

M

E3

E6E9

DASHED LINE OF FOUNDATION

E2 E12 E11

E8

4' -

2"4'

- 0"

E16


EXTERIOR FINISH LEGEND

E1 HORIZONTAL FAUX WOOD SIDING AND SOFFIT SYSTEM

E2 VERTICAL RIBBED METAL SIDING

TITLE DESCRIPTION

MANUFACTURER: LONGBOARD SUPPLIERSSTYLE: 4" GROOVE ALUMINUM SIDINGCOLOR: TABLE WALNUT

MANUFACTURER: BERRIDGE MANUFACTURINGSTYLE: HS-12-12 WIDE VERTICAL WALL PANELSCOLOR: PRE-WEATHERED GALVALUME

E3 METAL WALL PANEL SYSTEM MANUFACTURER: BERRIDGE MANUFACTURINGSTYLE: THIN LINE WALL PANEL SYSTEMCOLOR: PRE-WEATHERED GALVALUME

E4 CEMENTITIOUS STUCCO FINISH MANUFACTURER: DRYVITSTYLE: STIPPLE PATTERNCOLOR: KWAL PAINT COLOR #8233M CRISP KHAKI

E5 REVEAL JOINTS 3/4" X 3/4" CLEAR ANODIZED METAL REVEALS

E6 STOREFRONT SYSTEM MANUFACTURER: KAWNEERFRAMING FINISH: CLEAR ANODIZED ALUMINUMGLASS: PPG SOLAR BRONZE

E8 STONE VENEER MANUFACTURER: SUNSET STONECOLOR: MOUNTAIN STACKED

E7 EXPOSED STEEL BEAM PAINTED TO MATCH METAL WALL PANELS

E9 STONE CAP MANUFACTURER: SUNSET STONECOLOR: MOUNTAIN STACKED

E10 ROOFING SYSTEM MANUFACTURER: JOHNS MANVILLE - TPO ROOFINGCOLOR: WHITE

E11 PREFINISHED METAL TRIM MANUFACTURER: BERRIDGE MANUFACTURINGSTYLE: BRAKE METAL PANELSCOLOR: PRE-WEATHERED GALVALUME

E12 PREFINISHED COPING CAP MANUFACTURER: BERRIDGE MANUFACTURINGSTYLE: BRAKE METAL PANELSCOLOR: PRE-WEATHERED GALVALUME

E13 GLASS OVERHEAD DOOR CLEAR ANODIZED ALUMINUM / FULL GLASS OVERHEAD DOORSYSTEM W/ TRACK SYSTEM

E14 HOLLOW METAL DOOR INSULATED HOLLOW METAL DOOR W/ H.M. FRAME, PAINTED TOMATCH STUCCO COLOR

E15 EXPOSED STEEL SUPPORT EXPOSED STEEL SUPPORT COLUMN W/ STONE VENEER BASECOLOR: PAINTED EXPOSED STEEL

E16 EXTERIOR LIGHT FIXTURE(DOWNCAST)

MANUFACTURER: LUMARKMODEL: EXTORCOLOR: BRONZE

E17 EXTERIOR LIGHT FIXTURE(DOWNCAST)

MANUFACTURER: MCGRAW-EDISONMODEL: IST-BOI-LED-EI-G2WCOLOR: BRONZE

E18 RECESSED DOWN LIGHT FIXTURE MANUFACTURER: HALOMODEL: SLD6 1200 UNVCOLOR: WHITE TRIM

THE BUILDING ELEVATIONS SHOWN APPROVED HEREON ARE INTENDED TO DEMONSTRATEHOW ALL THE HVAC SHALL BE SCREENED ACCORDING TO DOUGLAS COUNTY ZONINGRESOLUTION REQUIREMENTS. IT IS THE APPLICANTS RESPONSIBILITY TO ENSURE THAT THISAPPROVED SCREENING OCCURS IN THE FIELD AS DEMONSTRATED BY THESE PLANS,REGARDLESS OF CURB REQUIREMENTS, MECHANICAL PLAN CHANGES, OR OTHERCIRCUMSTANCES. FAILURE TO PROVIDE APPROVED SCREENING MAY RESULT IN DELAY OFFINAL INSPECTIONS AND/OR ISSUANCE OF CERTIFICATE OF OCCUPANCY.

1. ROOFTOP MECHANICAL UNITS WILL BE HIDDEN BY PARAPETS OR SCREENS2. FOR ALL FUTURE PHASES, THE APPLICANT SHALL SUBMIT A REVISED SITE IMPROVEMENTPLAN OF THE PHASE FOR WHICH A PERMIT IS REQUESTED. THIS REVISED S.I.P. SHALL BEAPPROVED PRIOR TO ISSUANCE OF A BUILDING PERMIT

HVAC NOTES

GENERAL NOTES

TITLE DESCRIPTION TITLE DESCRIPTION

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EXTERIOR ELEVATIONS

SCALE: 1/8" = 1'-0"1 EXTERIOR ELEVATION - SOUTH WALLSCALE: 1/8" = 1'-0"2 EXTERIOR ELEVATION - WEST WALL

SCALE: 1/8" = 1'-0"3 EXTERIOR ELEVATION - NORTH WALLSCALE: 1/8" = 1'-0"4 EXTERIOR ELEVATION - EAST WALL

LOWER LVL.100' - 0"

UPPER LVL.114' - 0"

ENTRY ROOF138' - 0"

A-102

A-101


T.O. WINDOW122' - 0"

T.O. VENEER103' - 0"TYPICAL INTERIOR PARTITION TO BE

5/8" GYP. BD. ON BOTH SIDES OF 3 5/8"MTL STUDS W/ SOUND BATTS

5" CONCRETE SLAB ON 15 MIL. V.B. ONA 4" POROUS FILL

CONCRETE SLAB ON MTL. DECK

60 MIL TPO MEMBRANE ROOFING,FULLY ADHERED, ON 1/2" PROTECTIONBD. R-20 POLY ISO. & 6 MIL V.B. W/COVER BOARD

CLEAR ANODIZED STOREFRONTSYSTEM W/ 1" LOW 'E' TINTEDINSUL. GLASS

EXPOSED STL. TUBE, PAINTED

R-11 INSULATION BOARD ON FULLYADHERED MEMBRANE WATERPROOFINGSYSTEM. TYP. @ LOWER LEVEL

FOUNDATION DRAIN

YOUTH ROOM105

VESTIBULE100

ATRIUM101

VESTIBULE200

COFFEE / SEATING202

6'-0" MAX.

10' -

9"

DECORATIVE METALGUARDRAIL / CABLE SYSTEM



B.O. CEILING109' - 6"

3' -

6"


LOWER LVL.100' - 0"

UPPER LVL.114' - 0"

UPPER LVL.114' - 0"

ELEVATOR PIT95' - 0"





A-121

A-137

HARDCOAT CEMENTITIOUS STUCCO ONW.R.B. ON 1 1/4" THERMAX BD SHEATHING,6" MTL STUD @ 16" O.C., R-19 BATTINSULATION, 6 MIL V.B. & 5/8" GYP BD.

FOUNDATION WALL, 12" WIDECONCRETE WALL W/ 2 1/2" STUDFURROUT & 5/8" GYP. BD.

HYDRAULIC ELEVATOR- SEE SPECS

CONCRETE FILLED PAN STL.STAIR SYSTEM

WOMEN108

LOBBY102

STAIR104

WOMEN205

LOBBY201



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A-8

BUILDING SECTIONS

SCALE: 1/4" = 1'-0"1 TRANSVERSE BUILDING SECTION A-A

SCALE: 1/4" = 1'-0"2 TRANSVERSE BUILDING SECTION B-B

LOWER LVL.100' - 0"

LOWER LVL.100' - 0"

UPPER LVL.114' - 0"



A-123

A-125

WOOD SIDING ON 1 1/4" THERMAX INSUL.ON 6" MTL. STUD FRAMING @ 16" O.C.,R-19 BATT INSUL, 6 MIL V.B. & 5/8" GYP. BD.

CLASSROOM113

TODDLER124

GATHERING ROOM115

CORRIDOR111

WORSHIP SPACE207

LAYIN ACCOUSTICALCEILING TILE, (TYPICAL)

FOUNDATION WALL, 12"WIDE CONCRETE WALL W/2 1/2" STUD FURROUT &5/8" GYP. BD.

9' -

6"

10' -

6"



B.O. BULKHEAD124' - 9"

LOWER LVL.100' - 0"

LOWER LVL.100' - 0"

UPPER LVL.114' - 0"

UPPER LVL.114' - 0"



A-111

A-1110

A-114

A-112

VERT. MTL. SIDING ON 11/4" THERMAX INSUL. ON 8"MTL STUD FRAMING @ 16"O.C., R-19 BATT INSUL., 6MIL V.B. & 5/8" GYP. BD.

YOUTH ROOM105


CLASSROOM116


LOBBY102

GATHERING ROOM115

CORRIDOR111

WORSHIP SPACE207


LOBBY201

ADJUSTABLEPLATFORM

208

CULTURED STONE VENEERW/ DIAMOND MESH ON W.R.B.

WOOD SIDING ON 11/4" THERMAX INSUL.ON 6" MTL. STUDFRAMING @ 16" O.C.,R-19 BATT INSUL, 6MIL V.B. & 5/8" GYP. BD.



T.O. CONCRETE DECK127' - 1 1/2"

10' -

6"

9' -

6"

B.0. HEADER126' - 4"


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A-9

BUILDING SECTIONS

SCALE: 1/4" = 1'-0"1 TRANSVERSE BUILDING SECTION C-C

SCALE: 1/4" = 1'-0"2 LONGITUDINAL BUILDING SECTION D-D

T.O. STOREFRONT133' - 6"

T.O. BEAM124' - 0"

B.O. BUMPOUT / SOFFIT122' - 0"



12"1 1/2"

1

3

31

56

4

5

27

34

39

4

60

2

T.O. STL. BEAM135' - 3"

T.O. DOOR107' - 2"

ELEV. ROOF HIGH PT.128' - 8 3/16"

43

43 43

53

19

58

C

C

K

9

T.O. ROOF @ PEAK138' - 0"

64

14

13

LOWER LVL.100' - 0"

T.O. STOREFRONT133' - 6"

T.O. BEAM124' - 0"

T.O. WINDOW122' - 0"



K A

A

A

4

58

19

4343

3

2

31

43

34

27

39

64

53

12"1 1/2"

9

T.O. ROOF @ PEAK138' - 0"

13

14

13

64

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A-10

WALL SECTIONS

SCALE: 1/2" = 1'-0"1 WALL SECTION @ ENTRY (NORTH)SCALE: 1/2" = 1'-0"2 WALL SECTION @ ENTRY (SOUTH)

SECTION KEYNOTESKey

Value Keynote Text

1 4” FOUNDATION DRAIN W/ POROUS FILL – RE: X/A-X & SPECS.2 CONCRETE SPREAD FOOTING – SEE STRUCT. DWGS.3 12” CONCRETE FOUNDATION WALL – SEE STRUCT. DWGS.4 5” REINF. CONCRETE SLAB ON GRADE W/ 15 MIL. VAPOR BARRIER AND 4” POROUS

FILL – RE: STRUCT DWGS. & GEOTECH REPORT.5 3 ½” CONCRETE SLAB ON STEEL METAL DECK – RE: STRUCT. DWGS.6 HAUNCH SLAB AT DOOR LOCATIONS OR WHERE INDICATED – RE: STRUCT. DWGS.7 ½” PREMOLDED EXPANSION FILLER W/ CONT. SEALANT8 FINISHED GRADE – SLOPE AWAY MINIMUM 5% AWAY FROM BUILDING9 4”, 4,000 PSI EXTERIOR CONCRETE SIDEWALK / PAVING – SLOPE AWAY MINIMUM

5% AWAY FROM BUILDING – RE: SITE PLAN & CIVIL DWGS.11 CULTURED STONE VENEER ON METAL LATHE AND W.R.B. – RE: SPECS.12 STONE CAP SILL BY STONE MFR. – RE: SPECS.13 STEEL BEAM – RE: STRUCT. DWGS.14 STEEL JOIST FRAMING – RE: STRUCT. DWGS.17 STEEL ROOF DECK – RE: STRUCT. DWGS.19 STEEL STUD HEADER AT OPENINGS – RE: STRUCT. DWGS.27 60 MIL. TPO MEMBRANE ROOFING W/ R-20 MIN. INSULATION – RE: ROOF PLAN29 R-19 BATT INSULATION W/ VAPOR BARRIER – RE: SPECS.30 1¼” THERMAX SHEATHING BOARD – RE: SPECS.31 2” R-11 PERIMETER FOUNDATION INSULATION – RE: SPECS.33 “TYVEK” WEATHER RESISTIVE BARRIER OR EQUAL – RE: SPECS.34 “LONGBOARD FAUX WOOD” MTL. PANEL WALL / SOFFIT SYSTEM – RE: SPECS.35 18” VERTICAL RIBBED PREFINISHED METAL SIDING SYSTEM – RE: SPECS.39 PREFINISH METAL ROOF EDGE – RE: SPECS.43 CLEAR ANOD. ALUM. STOREFRONT SYSTEM W/ 1” INSULATED LOW ‘E’ TINTED

GLASS – RE: WINDOW TYPES44 CLEAR ANODIZED STOREFRONT ENTRY DOOR SYSTEM – RE: DOOR SCHEDULE47 CEMENTITIUOUS HARDCOAT STUCCO SYSTEM ON W.R.B. – RE: SPECS.49 5/8” TYPE ‘X’ GYPSUM BOARD – RE: FINISH SCHEDULE50 6 MIL. VAPOR BARRIER AT INSIDE FACE OF EXTERIOR WALLS51 INTERIOR PARTITIONS WITH 5/8” GYPSUM BOARD FINISH – RE: WALL TYPES53 6” METAL STUD FRAMING @ 16” O.C.55 WALL FURROUT – 2½” METAL STUD FRAMING W/ 5/8” GYPSUM BOARD FINISH56 2’X4’ SUSPENDED LAYIN CEILING SYSTEM – RE: SPECS.57 5/8” GYP. BD. CEILING SYSTEM ON METAL SUSPENSION SYSTEM OR STUD

FRAMING - PAINTED58 FLOOR FINISHES AS SCHEDULED – RE: FINISH PLANS.59 BASE AS SCHEDULED – RE: FINISH PLANS.60 MECHANICAL ROOFTOP EQUIPMENT – RE: MECH. DWGS.63 THEATRICAL LIGHTING – RE: ELEC. DWGS.64 STEEL TUBE – RE: STRUCT. DWGS.65 OVERHEAD COILING DOOR AS SCHEDULED

LOWER LVL.100' - 0"

UPPER LVL.114' - 0"

T.O. ENTRY ROOF132' - 3"


35

29

35

49

5

59

30

3

11

?

12

?

59

1

2

49

56

34

27

4

39

11' -

0"



30

35

56

34

27

17

5

39


UPPER LVL.114' - 0"





T.O. PLATFORM116' - 4"

T.O. BUMPOUT134' - 0"

30

55

34

60

11

30

49

29

31

3

4

1

2

35

33

??

5

57

?

59

50

63

57

30

?

27

29

56

49

27

17

17

51

51



ADJUSTABLEPLATFORM

208

10' -

0"

LOWER LEVEL LANDING104' - 1"

UPPER LEVEL LANDING110' - 6"

UPPER LVL.114' - 0"



35

30

56

49

17

27

33

50

29

4

2

55

11

49

31

3

33

50

12

59

57

560

29

9

7

59



B.O. DECK133' - 10 1/4"


49

56

30

35

17

17

49

33

50

27

27

19

65

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WALL SECTIONS

SCALE: 1/2" = 1'-0"1 WALL SECTION @ WEST WALLSCALE: 1/2" = 1'-0"2 WALL SECTION @ EAST WALL

SCALE: 1/2" = 1'-0"3 WALL SECTION @ EAST WALLSCALE: 1/2" = 1'-0"4 WALL SECTION

SECTION KEYNOTESKey

Value Keynote Text






2" MIN.

8"MIN.

RE:STRUCT.

NOTE: COORD. FOUNDATIONDEPTH AND HEIGHTS W/STRUCT. DWGS.

FINISH GRADE - RE: CIVIL DRAWINGS SLOPE PERREPORT

COVER GRAVEL W/FILTERFABRIC OR ROOFING FELT

SLOPEPEROSHA

ENCASE PIPE IN WASHEDCONCRETE AGGREGATE (ASTMC33, NO. 57 OR NO. 67) EXTENDGRAVEL TO TOP OF VOID

4" DIA. PERFORATED DRAINPIPE. THE PIPE SHOULD BEPLACED IN A TRENCH W/ASLOPE RANGING BETWEEN 1/8"AND1/4" DROP PER FOOT OFDRAIN

CONC. FOUNDATIONWALL - RE: STRUCT.DRAWINGS

2" (R-11) RIGID INSULATION FROMAPPROX. 2" BELOW GRADEW/PROTECTION BOARD,WATERPROOF WHERE ADJACENTTO INTERIOR BUILDING SPACE

PROVIDE SELF-ADHEREDMEMBRANE WATERPROOFINGSYSTEM APPLIED TO FOUNDATIONWALL - RE: SPECS.

CONC. SPREAD FOOTING,RE: STRUCT. DRAWINGS

BACKFILL - SEE GEOTECH

DRAIN TO DETENTION POND -RE: CIVIL DWGS.

LIMIT OF WATERPROOFINGOR DAMPPROOFING

PROVIDE CEMENTWASH FOR POSITIVEDRAINAGE

LOWER LVL.100' - 0"

UPPER LVL.114' - 0"



55

30

47

11

31

55

17

56

4

3

59

?

1

2

33

50

?

59

55

17

27

29

A-126


UPPER LVL.114' - 0"


2' - 2"

?

30

56

12

33

27

3417

49

11

30

33

56

?

4

2

1

59

59

5

?

50

39

UPPER LVL.114' - 0"


B.O. BUMPOUT / SOFFIT122' - 0"


55

34

30

55

33

27

17

49

50

30

11

12

59

17

60

56

57

4

3

31

?

59

2

1


B.O. BUMPOUT/SOFFIT122' - 0"




T.O. DOOR107' - 2"

27

50

19

49

17

34

?

30

55

33

55

29

30

50

17

59

5

57

11

3049

2

313

4

59

44







B.O. BUMPOUT/ SOFFIT112' - 0"

17

34

30

5549

17

11

30

33

33

5

57

11

30

31

?

59

2

4

3

12

43

19


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A-12

WALL SECTIONS

SCALE: 1/2" = 1'-0"1 WALL SECTIONSCALE: 1/2" = 1'-0"2 WALL SECTION

SCALE: 1/2" = 1'-0"3 WALL SECTIONSCALE: 1/2" = 1'-0"4 WALL SECTION

SCALE: 1/2" = 1'-0"5 WALL SECTION

SECTION KEYNOTESKey

Value Keynote Text






SCALE: 1" = 1'-0"6 FOUNDATION DRAIN DET.

UP

DN

3A-13

7A-13

4A-13

5A-13

4' -

2"

7 3/

4"8'

- 4"

7 3/

4"

9' -

7 1/

4"6'

- 4"

6' -

4 3/

4"

5' - 9 1/4"5' - 8"6T @ 11"

7 3/4" 6' - 11"

7 3/4"

6' - 3"3 3/4"7' - 7 3/4"3 3/4"

6' - 2 1/2" 10 1/2"

1' - 0"

1' -

0"

STAIR

6' -

5 1/

2"

LAN

DIN

G

E.M.R.103

3A-13

7A-13

5A-13

4' -

2" 6 3/

4"

7 3/

4"8'

- 4"

4"

9' -

7 1/

4"6'

- 4

3/4"

6' -

4"8"

STAI

RST

AIR

5' - 9 1/4"5' - 8"

6T @ 11" STAIR

7 3/4"

6' - 11"

9"

6' - 1 1/4"

6' -

7 1/

4"9'

- 2"

6' -

5 1/

2"

LAN

DIN

G10

T @

11"

LAN

DIN

G

4' - 9" 5' - 11 1/4"

5T @ 11" LANDING

1' - 0"

1' -

0"

ONE HOUR FIRE RATEDWALL ASSEMBLY (SEEWALL TYPE 'M')

ONE HOUR FIRE RATEDASSEMBLY BELOWSTAIR ( TWO-LAYERSOF 5/8" TYPE 'X' GYP.BD. ON 2 1/2" MTL. STUDFRAMING @ 24" O.C.

E.M.R.103

LOWER LEVEL LANDING104' - 1"

UPPER LEVEL LANDING110' - 6"

TYPI

CAL

7" R

ISER

3' -

0"

1 1/2" O.D. STL. PIPEHANDRAIL, PTD




E.M.R.103

STAIR104

LOBBY201

ELEVATORSHAFT

ONE HOUR FIRE RATEDASSEMBLY BELOWSTAIR ( TWO-LAYERSOF 5/8" TYPE 'X' GYP.BD. ON 2 1/2" MTL. STUDFRAMING @ 24" O.C.

8"

8"

6" 1' - 6"

STL. PITLADDER

6' - 11" 8"

8' -

4"

2'-0" X 2'-0" X 2'-0"DP. SUMP PIT.

SLOPE





8' -

2"8'

- 2"

ELEVATORSHAFT

T.O. CMU WALL127' - 4"

T.O. ELEV. ROOFCONCRETE DECK

127' - 5 1/2"

STAIR104

LOBBY201

6' - 1"

Checked by

Job No. 15048

Date

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Colorado 80108

Title

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January 26th, 2016



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A-13

ENLARGED ELEVATORPLANS & SECTIONS

SCALE: 1/4" = 1'-0"1 LOWER LEVEL ELEVATOR PLAN

SCALE: 1/4" = 1'-0"2 UPPER LEVEL LOBBY ELEVATION

SCALE: 3/8" = 1'-0"3 STAIR SECTIONSCALE: 3/8" = 1'-0"4 STAIR SECTION

SCALE: 3/8" = 1'-0"5 ELEVATOR / STAIR SECTIONSCALE: 1/4" = 1'-0"6 ELEVATOR PIT PLAN

SCALE: 3/8" = 1'-0"7 ELEVATOR / STAIR SECTION

WH

REF.

A-16

5

68

7

A-16

12

10

13 11

1' - 7 1/4"3' - 0"5' - 2 1/2"1' - 9 1/4"

7' -

7 1/

2"6"

13' -

0 1

/4"

1' - 6 3/4"3' - 5 3/4"

1' - 6 3/4"

6"

4' -

4 1/

2"5'

- 1

1/2"

8' -

3 1/

2"3'

- 4"

8"

3' -

4"

6' -

9 1/

4"6"

3' -

4"

1' - 7" 4' - 0" 1' - 7"

3 3/

4"7'

- 0

3/4"

6"

7' - 7" 1' - 6 1/2"3 3/4"

7' -

3 3/

4"

3' - 5 3/4"

7' - 3 1/2"

2' -

8 1/

4"

6' -

7 1/

2"

2' -

7 1/

2"

12' - 0 1/4"

21' -

1 3

/4"

22' - 7"

3 3/4" 3 3/4"

6' - 7"

3' - 1 1/4"

WOMEN108

MEN107

4' - 1 1/4"

A

CL CLCLCLCL

CL CL

B B

ED

BB

A

C

C E

D

6

8

9

4

7

78

9

4

12

12

1

5

5

6

44

C L

9' -

0"

18' - 1 1/2"

7' - 3" 5" 7' - 0 1/4" 3' - 5 3/4"

7' -

6"

2' -

10"

3' -

2"

1' - 6" 1' - 6 1/4"

CL CLT-1

T-2

2

5

9

5' -

9"

T-3

P-1

2' -

10"

3' -

2"

6' - 1 3/4"7' - 4 1/4"

13' - 6"

9' -

0"

3' -

4"

P-1

T-2

ST-1

9

2

1

5

108

6

5' -

9"

T-1 1' - 6" 1' - 6"3' - 0"

6' - 5 3/4" 5" 11' - 3"

18' - 1 1/2"

9' -

0"

CL CL CL

P-1

T-2

12

12

T-3

T-1

9' -

0"

2' - 10 1/4"10' - 7 3/4"

13' - 6"

3' -

0"

1' - 0 1/2"

3' - 3 1/2"

4

7

8

9

T-2

P-1

T-1

T-3

A-16

16

17

18

19

1' - 3 3/4"4' - 8 3/4"1' - 6 3/4"3 3/4"1' - 6 3/4"

4' - 0 1/4"1' - 6 3/4"

3 3/4"7' - 10 3/4"

5' -

8 3/

4"5'

- 0

1/4"

4' -

11 1

/4"

3 3/

4"7'

- 0

3/4"

2' -

9"

8' -

2 3/

4"6"

13' -

7 1

/4"

22' -

4"

7' - 1 1/2"

7' - 7"15' - 7 1/4"

3 3/4"

18' - 9 1/4"

23' - 5 3/4"

1' - 6"3' - 0"5' - 10 3/4"1' - 6"

3' - 1 1/4"

6' -

3"

1' - 6 3/4"

3' - 5 3/4"

1' - 6 3/4"

3' -

4" 6"

7' -

3 3/

4"

6"3' -

4"

6' - 7"

6' -

7 1/

2"

2' -

7 3/

4"

4' - 1 1/4"

3 3/4"

C A

D

E

B

B

E

D

C

B B

A

E

DA B

C

8

9

4

7

12

7

12

5

6

5

1

78

4

9

5

1

CL CL

LC

CL LC

CL

C L

CL CL

4 4

C L

18' - 1 1/2"

9' -

0"

T-2

P-1

3' -

4"

6

T-1

T-3

9' -

0"

7' - 7"

1' - 0"

3' -

0"

3' - 3"

3' - 6"

P-1

T-2

8

9

4

7

T-3

T-11' - 6" 3' - 0" 1' - 6" 1' - 6" 1' - 6"

11' - 3" 5" 6' - 5 3/4"

18' - 1 1/2"

9' -

0"

2' -

10"

3' -

2"

6"

3' -

0"

3' - 0"

6"1'

- 6"

7' -

6"

CL CL CL CL CL

5

9

2

4

8

9

7 12

12

T-2

P-1

T-1

T-3

7' - 7"

9' -

0"

3' -

4"

2' -

10"

P-1

T-2

ST-1

9

5

2

1 107

5' -

9"

5' -

6"

T-1

T-3

A-16

20

21

22

23

4' - 11 1/2"

1' - 3 3/4"

6' - 7 3/4"3 3/4"

1' - 3 3/4"

7' - 10 1/2"

6' -

11 1

/4"

2' - 4 1/4"7

8

4

9

1

5

E

C

A

D

B

3

CL CL

CL

DIAPERCHANGING AREA

9' -

0"

7' - 5 3/4" P-1

T-2

ST-1

125T-3

T-1

9' -

0"

6' - 6 1/2"

3' -

4"

2' -

10"

11

3

1

5

T-1

RB-1

11

9' -

0"

7' - 5 3/4"

3' -

0"

2' -

10"

3' -

4"

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

CLCL

9

4

7

3

5

11

8

11

T-2

T-1

T-3

P-1 6' - 6 1/2"

9' -

0"

3' -

0"

3' - 3"

1' - 0"

P-1

T-2

4

8

97

3' - 6"

T-1

T-3

7' - 5 3/4"

1' - 6 1/4" 1' - 3"

6 1/4"

3' -

0"

9' -

0"

2' -

0"

CL CL

T-2

P-1

11

3

5

11

8

4

7

9

2' -

10"

3' -

4"

T-3

T-1

6' - 11 1/2"

9' -

0"

3' -

4"

11

5

3

1

11

206

T-2

P-1

ST-1

3"

T-3

T-1

7' - 5 3/4"

9' -

0"

T-2

P-1

ROOF ACCESSLADDER

T-1

T-3

6' - 11 1/2"

9' -

0"

3' -

0"

1' - 0"3' - 6"

3' - 3"

P-1

T-2

9

8

4 7

T-1

T-3

1' -

0 3/

4"2'

- 11

1/2

"

4' -

0"

4' - 6 1/2"

FRP-1

3' -

0"2'

- 0"

2' -

6"

7' -

6"9' -

6"

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

9' - 10 1/2"

1' -

6"6'

- 0"

2' -

0"

2' -

0"

2 1/2" 2' - 6" 2' - 6" 2' - 0" 2' - 8 1/4"

9' - 10 1/2"

P-1

P-1

D/W

REF

9

A-16

7' - 3" 2' - 8 1/4"

D/W

9' - 11 1/4"

2' -

6"4'

- 6"

1" 3' - 0" 3' - 0" 3' - 0"

1" 3' - 0" 3' - 0" 3' - 0"

21' - 2 1/4"

12' - 1 1/4"

RB-1

P-1

COPIER / PRINTEREQUIPMENT BYOWNER

24

A-16

21' - 2 1/4"

2' - 0"4' - 0"9' - 2 1/4"4' - 0"2' - 0"

COPIER

9' - 1"

5' -

1 1/

4"

5' -

0"

CLEARANCE KEYNOTESA 60" CLEAR DIAMETER CIRCULAR FLOOR SPACE

B 30" x 48" LAVATORY CLEAR FLOOR SPACE

C 56" x 60" TOILET CLEAR FLOOR SPACE

D 60" x 48" FRONT APPROACH PULL SIDE CLEAR FLOOR SPACE(DO NOT PROVIDE CLOSERS)

E 48" x 48" FRONT APPROACH PUSH SIDE CLEAR FLOORSPACE (DO NOT PROVIDE CLOSERS)

NOTES:

1. PUBLIC RESTROOMS SHALL CONFORM TO ALLACCESSIBILITY REQUIREMENTS OF THE 20XX ANSI A117.1.

2. DIMENSIONS ARE FROM/TO O.F.O. FINISH U.N.O.

FINISH KEYNOTES

RB-1 4" HIGH RUBBER BASE

12" x 24" TILET-1

PC POLISHED CONCRETE

ST-1 STAIN (WOOD DOORS)

P-1 PAINT (WALLS)

P-2 PAINT (HM FRAMES & DOORS)

P-3 PAINT (CEILINGS)

RESTROOM ACCESSORIES

SOAP DISPENSER1

TAG DESCRIPTION REMARKS

BOBRICKB-2112 STANDARD

MIRROR 36"x72"2SURFACE MOUNTEDBOBRICK

TOILET PAPERDISPENSER

3

SURFACE MOUNTEDBOBRICK B-2888

PAPER TOWELDISPENSER

4

SURFACE MOUNTEDBOBRICK B-262

GRAB BAR1 1/2" DIA x 36"

5

SURFACE MOUNTEDBOBRICK B6806 x 36


7



8


PIPING WRAP(WHITE)

9

BROCAR PLUMBING WRAP OR EQUAL10

MIRROR 24"x36"SURFACE MOUNTEDBOBRICK

LIGHTINGFIXTURE

SEE ELECT. DWGS.11

TOILET PARTITION BRADLEY - METALPARTITIONS12

HAND DRYER SURFACE MOUNTEDBOBRICK B-7128 115V6

6" x 12" COVE BASET-2

3" x 12" BULL NOSET-3

FRP-1 FIBER REINFORCED PANEL

Checked by

Job No. 15048

Date

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Colorado 80108

Title

LEE JL

January 26th, 2016



DESI

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26.2

016

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AX: 3

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A-16

ENLARGED RESTROOMPLANS & ELEVATIONS

SCALE: 1/4" = 1'-0"1 LOWER LEVEL RESTROOM PLAN

SCALE: 1/4" = 1'-0"5 WOMEN'S ROOM ELEV.SCALE: 1/4" = 1'-0"6 WOMEN'S ROOM ELEV.

SCALE: 1/4" = 1'-0"7 WOMEN'S ROOM ELEV.SCALE: 1/4" = 1'-0"8 WOMEN'S ROOM ELEV.

SCALE: 1/4" = 1'-0"2 UPPER LEVEL RESTROOM PLAN

SCALE: 1/4" = 1'-0"12 MEN'S ROOM ELEV.SCALE: 1/4" = 1'-0"13 MEN'S ROOM ELEV.

SCALE: 1/4" = 1'-0"10 MEN'S ROOM ELEV.SCALE: 1/4" = 1'-0"11 MEN'S ROOM ELEV.

SCALE: 1/4" = 1'-0"3 NURSERY RESTROOM PLAN

SCALE: 1/4" = 1'-0"20 NURSERYSCALE: 1/4" = 1'-0"21 NURSERY

SCALE: 1/4" = 1'-0"22 NURSERYSCALE: 1/4" = 1'-0"23 NURSERY

SCALE: 1/4" = 1'-0"16 FAMILYSCALE: 1/4" = 1'-0"17 FAMILY

SCALE: 1/4" = 1'-0"18 FAMILYSCALE: 1/4" = 1'-0"19 FAMILY

SCALE: 1/4" = 1'-0"4 BACKSTAGE JANITOR'S CLOSET

SCALE: 1/4" = 1'-0"9 CONF. ROOM ELEV.

SCALE: 1/4" = 1'-0"14 CONF. ROOM #17

SCALE: 1/4" = 1'-0"24 COFFEE / COMPUTER #110 ELEV.

SCALE: 1/4" = 1'-0"15 COFFEE/COMPUTER #110 PLAN

207-C

RB-1P-1 CPT-1

DUCT SHAFTENCLOSURE

LIGHTING FIXTURE- SEE ELEC. DWGS.

P-2

19' -

10

1/2"

20' -

10"

ADJUSTABLE PLATFORM


209209-ARB-1

CPT-1

P-1

P-2

VAR

IES

10' -

0"

THEATRICAL LIGHTING- SEE A/V DWGS.

PROJECTION SCREENS -SEE A/V DWGS.

DUCT SHAFT


RB-1

P-1

CPT-1

19' -

10

1/2"

20' -

10"

ACOUSTICAL WALLPANELS - SEE A/V DWGS.

P-2

DUCT SHAFTENCLOSURE


DUCT SHAFTENCLOSURE

207 207-A 207-B

P-1

P-1

RB-1

CPT-1

P-1P-2

VAR

IES

ACOUSTICAL WALLPANELS - SEE A/V DWGS.

D

ALUMINUM STOREFRONTSYSTEM - SEE WINDOWTYPES


200-C 200-B 206

P-1

PC RB-1

P-1

P-1

DUCT SHAFTENCLOSURE

P-1

12' -

10"

10' -

9"

P-2

P-2


207-B 207207-A RB-1

P-1

P-3

12' -

10"

DUCT SHAFTENCLOSURE

DUCT SHAFTENCLOSURE

P-2



DECORATIVE METAL /CABLE GUARDRAILSYSTEM - SEE SPECS.

P-1

ELEVATOR DOOR - SEE SPECS.

RB-1

PC

12' -

10"

10' -

9"


P-2


202-A202

STL. BEAM - SEESTRUCT. DWGS.

RF-1

RB-1

P-1


P-2

FINISH KEYNOTES

RF-1 RESILIENT VINYL WOOD PLANK FLOORING

PC POLISHED CONCRETE

ST-1 STAIN (WOOD DOORS)

P-1 PAINT (WALLS)

P-2 PAINT (CEILINGS)

CPT-1 CARPET (SANCTUARY)

NOTES:REFER TO SHEET A-21 FOR FINISH SPECIFICATIONS

RB-1 4" HIGH RUBBER BASE

Checked by

Job No. 15048

Date

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Colorado 80108

Title

LEE JL

January 26th, 2016



DESI

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26.2

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AX: 3

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A-17

INTERIOR ELEVATIONS

SCALE: 3/16" = 1'-0"1 WORSHIP SPACE ELEVATIONSCALE: 3/16" = 1'-0"2 WORSHIP SPACE ELEVATION

SCALE: 3/16" = 1'-0"3 WORSHIP SPACE ELEVATIONSCALE: 3/16" = 1'-0"4 WORSHIP SPACE ELEVATION

SCALE: 3/16" = 1'-0"5 UPPER LEVEL LOBBY ELEVATIONSCALE: 3/16" = 1'-0"6 UPPER LEVEL LOBBY ELEVATION

SCALE: 3/16" = 1'-0"7 UPPER LEVEL LOBBY ELEVATIONSCALE: 3/16" = 1'-0"8 8/A-17 UPPER LEVEL LOBBY ELEVATION

18' - 3"

12' -

0"

2' -

0"8'

- 2"

10' -

2"

2' -

0"

34' -

4"

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

2"

6' - 0"

2"

4' - 2 1/2"

2" 2"

3' - 0"

2"

4' - 2 1/2"

2"

3' -

10"

2"

7' -

10"

4"7'

- 8"

2"

2"

3' -

2"

2"

2' -

0"

2"

4' -

6"

0"

OPEN OPEN

18' - 3"

2"

6' - 8"

7' - 0"

2' -

8"

2"

4' -

4"

2"

4' -

4"

2"2"

7' -

8"2'

- 0"

2"

2' -

0"

2"

4' -

6"

2"

3' -

4"

2"

2' -

6"2"

2"

10' -

0"

2"

4' -

6"

2"

2' -

0"

2"

2' -

4"2"

2"3' - 0"

2"

4' - 2 1/2"

2"

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

18' - 3"

OPEN OPEN

6' - 8" 2"

2"7'

- 8"

2"2'

- 0"

2"

4' -

6"

2"

2' -

0"

2"

3' -

3"

2' -

5"

2"

2"

2"

19' -

7"

21' - 8"2"5' - 3" 2" 5' - 2" 2" 5' - 2" 2"2"

7' -

8"2"

8' -

0"

2"5' - 3"2"

5' - 3" 2"

5' - 7"

2"4'

- 8"

2"

4' -

0"

2"

2' -

8"2"

12' -

0"

2"7'

- 0"

2" 3' - 0"2"

4' - 6" 2"

7' -

2"

2"

3' -

10"

2"

3' -

0"

OPEN

2"3'

- 10

"2"

4' -

2"

2"

3' - 9"

2"

3' - 9"

2"

8' - 0"

2" 3' - 0"

2"

1' - 0" 10' - 0"

2"1'

- 10

"2"

7' -

10"10' -

0"

14' - 4"

OPEN

OPEN

18' - 3"

7' -

10"

2"

3' -

10" 2"

2"

6' - 0"

2"

4' - 2 1/2"

2"

4' - 2 1/2"

2"

3' - 0"

2"

OPEN OPEN

2"2'

- 8"

2"4'

- 10

"2"

2' -

0"2"2' -

8"2"3' -

6 3/

4"2"

8' -

0"6'

- 8

3/4"

16' -

8 3

/4"

2"3' - 8"

2"

8"

4' - 8"

A

2" 3' - 8"

2"

8"4' - 8"

2"7'

- 8"

2"2"

2' -

8"

2"

2' -

0"3'

- 2"

2"

16' -

4" 2"

2' -

8"

2"

3' -

6"

2"16

' - 8

"

4

GLASS TYPES

1" INSUL. LOW 'E' TINTED GLASS

1" INSUL. LOW 'E' TINTED TEMPERED GLASS

1/4" CLEAR FLOAT GLASS

1/4" CLEAR TEMPERED GLASS

1" INSUL. SPANDREL GLASS W/ TEMPERED EXTERIOR

Checked by

Job No. 15048

Date

Drawn by:

Revisions:

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303

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Colorado 80108

Title

LEE JL

January 26th, 2016



DESI

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26.2

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511

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A-19

WINDOW TYPES &DETAILS

A B

C D

E

F

G H J K

L

M

WINDOW TYPES

6"

2' -

8"6"

6"6" 2' - 0" 6"

6"2'

- 8"

ANODIZED ALUMINUMSTOREFRONT W/ HALFGLASS (MEDIUM STILE)

WOOD W/ VISION PANEL(STAINED BIRCH)

3 4WOOD

(STAINED BIRCH)

5

ANODIZED ALUMINUMSTOREFRONT

(MEDIUM STILE)

1ANODIZED ALUMINUM

STOREFRONT(MEDIUM STILE)

2

INSULATED HOLLOWMETAL (PAINTED TO

MATCH STUCCO)

6WOOD BARN DOOR

(STAINED BIRCH)

7

DOOR TYPES - 1/4" SCALE

PAINTED COILINGSTEEL DOOR

8CLEAR ANODIZED

ALUMINUM W/ GLASS

9

LOUVERWHEREINDICATED

VISIONPANEL

1/4" TEMPEREDGLASS

3 1/2" 2' - 5" 3 1/2"

3 1/

2"

10"

SEE

SCH

EDU

LE

3 1/

2"

5 1/

2"2'

- 2"

10"

3 1/2"2' - 5"

3 1/2"3 1/2"

2' - 5"3 1/2"

SEE

SCH

EDU

LE

INSULATED TEMPEREDGLASS, TYP

ANODIZED ALUMINUMFRAME

A

FRAME TYPES - 1/4" SCALE

GALVANIZED STEELFRAME

CLEAR ANODIZED ALUMINUMFRAME W/ TRACK

HOLLOW METALFRAME

B DHOLLOW METAL

FRAME (INTERIOR)

C E

SEE

SCH

EDU

LE2"

2" SEE SCHEDULE 2"

SEE

SCH

EDU

LE2"

2" SEE SCHEDULE 2"

PREFINISHEDKNOCK-DOWNFRAME

SEE

SCH

EDU

LE2"

2" SEE SCHEDULE 2"

WELDEDSTEEL FRAME SEE SCHEDULE

SEE

SCH

EDU

LE

SEE SCHEDULE

SEE

SCH

EDU

LE

HARDWARE SET HW-1: EXTERIOR STOREFRONT ENTRANCE (DOUBLE)6 EACH HINGES BY DOOR MANUFACTURER2 EACH CLOSER (RECESSED) BY DOOR MANUFACTURER2 EACH PANIC HARDWARE SURFACE MOUNTED PUSH BAR1 EACH RIM CYLINDER SMALL FORMAT, 6 PIN, IC1 EACH THRESHOLD 324 X ALUM 72" 2 EACH DOOR SWEEP BY DOOR MANUFACTURER1 EACH WEATHERSTRIP BY DOOR MANUFACTURER1 EACH ASTRAGAL BY DOOR MANUFACTURER

HARDWARE SET HW-2: EXTERIOR STOREFRONT ENTRANCE (SINGLE)3 EACH HINGES BY DOOR MANUFACTURER1 EACH CLOSER (RECESSED) BY DOOR MANUFACTURER1 EACH PANIC HARDWARE SURFACE MOUNTED PUSH BAR1 EACH RIM CYLINDER SMALL FORMAT, 6 PIN, IC1 EACH THRESHOLD 324 X ALUM 36" 1 EACH DOOR SWEEP BY DOOR MANUFACTURER1 EACH WEATHERSTRIP BY DOOR MANUFACTURER

HARDWARE SET HW-3: INTERIOR STOREFRONT ENTRANCE (DOUBLE)6 EACH HINGES BY DOOR MANUFACTURER2 EACH CLOSER (RECESSED) BY DOOR MANUFACTURER2 EACH PUSH / PULL PLATE BY DOOR MANUFACTURER1 EACH THRESHOLD 324 X ALUM 72" 2 EACH DOOR SWEEP BY DOOR MANUFACTURER

HARDWARE

HARDWARE SET HW-4: INTERIOR STOREFRONT ENTRANCE (SINGLE)3 EACH HINGES BY DOOR MANUFACTURER1 EACH CLOSER (RECESSED) BY DOOR MANUFACTURER1 EACH PUSH / PULL PLATE BY DOOR MANUFACTURER1 EACH THRESHOLD 324 X ALUM 36" 1 EACH DOOR SWEEP BY DOOR MANUFACTURER

HARDWARE SET HW-5: HALLWAY (NON-LOCKING)3 EACH HINGES 4½ X 4½1 EACH PASSAGE SET US151 EACH WALL STOP 409 X US151 EACH KICKPLATE 10" X 34" (PUSH SIDE) 3 EACH SILENCERS 307D GREY1 EACH CLOSER HARDWARE SET HW-6: STORAGE / MECHANICAL ROOM3 EACH HINGE (180°) 4½ X 4½ 1 EACH STORAGE LOCKSET SMALL-FORMAT, 6-PIN, IC (US15)1 EACH WALL STOP 409 X US152 EACH SILENCERS 307D GREY

HARDWARE SET HW-7: CLASSROOM / CONFERENCE ROOM3 EACH HINGES 4½ X 4½ X US15 1 EACH OFFICE LOCKSET SMALL-FORMAT, 6-PIN, IC (US15)1 EACH WALL STOP 409 X US15 3 EACH SILENCERS 307D GREY 1 EACH VISION PANEL 6" X 32" - METAL FRAMEHARDWARE SET HW-8: PUBLIC RESTROOM (NON-LOCKING)3 EACH HINGES 4½ X 4½ X US15 1 EACH PUSH / PULL PLATE US26D1 EACH WALL STOP 409 X US15 1 EACH KICKPLATE 10" X 34" X US15 (PUSH SIDE) 3 EACH SILENCERS 307D GREY1 EACH CLOSER

HARDWARE SET HW-9: RESTROOMS (SINGLE USER)3 EACH HINGES 4½ X 4½ X US15 1 EACH BATH LOCKSET SMALL-FORMAT, 6-PIN, IC (US15)1 EACH WALL STOP 409 X US15 1 EACH KICKPLATE 10" X 34" X US15 (PUSH SIDE) 3 EACH SILENCERS 307D GREY

HARDWARE SET HW-10: EXTERIOR STOREFRONT CLASSROOM3 EACH HINGES BY DOOR MANUFACTURER1 EACH CLOSER (RECESSED) BY DOOR MANUFACTURER1 EACH PUSH / PULL BY DOOR MANUFACTURER1 EACH RIM CYLINDER SMALL FORMAT, 6 PIN, IC1 EACH THRESHOLD 324 X ALUM 36" 1 EACH DOOR SWEEP BY DOOR MANUFACTURER1 EACH WEATHERSTRIP BY DOOR MANUFACTURER

HARDWARE SET HW-11: EXTERIOR EXIT DOOR (SINGLE)3 EACH HINGES 4½ X 4½ X NRP X US15 1 EACH CLOSER 1 EACH PANIC HARDWARE SURFACE MOUNTED 1 EACH MORT. CYLINDER SMALL-FORMAT, 6-PIN, IC (US15)1 EACH THRESHOLD 324 X ALUM 36" 1 EACH KICKPLATE 10" X 34" X US15 1 EACH DOOR SWEEP 1 EACH WEATHERSTRIP GREY 3303AV1 EACH VISION PANEL 6" X 32" - METAL TRIM

(WHERE INDICATED)

HARDWARE SET HW-12: EXTERIOR EXIT DOOR (DOUBLE)6 EACH HINGES 4½ X 4½ X NRP X US15 2 EACH CLOSER 2 EACH PANIC HARDWARE SURFACE MOUNTED 1 EACH MORT. CYLINDER SMALL-FORMAT, 6-PIN, IC (US15)1 EACH THRESHOLD 324 X ALUM 72" 2 EACH KICKPLATE 10" X 34" X US15 2 EACH DOOR SWEEP 2 EACH WEATHERSTRIP GREY 3303AV1 EACH ASTRAGALHARDWARE SET HW-13: STORAGE (DOUBLE DOORS)6 EACH HINGE (180°) 4½ X 4½ X US15 1 EACH STORAGE LOCKSET SMALL-FORMAT, 6-PIN, IC (US15)1 EACH THRESHOLD 324 X ALUM 72" 1 EACH WALL STOP 409 X US15 2 EACH KICKPLATE 10" X 34" X US15 2 EACH SILENCERS 307D GREY1 EACH FLUSH BOLT FOR INACTIVE DOOR

HARDWARE SET HW-14: WORSHIP SPACE3 EACH HINGES 4½ X 4½ X US15 1 EACH OFFICE LOCKSET SMALL-FORMAT, 6-PIN, IC (US15)1 EACH WALL STOP 409 X US15 3 EACH SOUND SEALS GREY 1 EACH VISION PANEL 6" X 32" - METAL FRAME

HARDWARE SET HW-15: COFFEE / BARN DOOR1 EACH BARN DOOR ROLLING GUIDE SYSTEM

SURFACE MOUNTED, STAINLESS STEEL1 EACH DOOR KNOB / PULL US15

HARDWARE SET HW-16: COILING DOOR1 EACH CONTROLS BY DOOR MFR.1 EACH PRESSURE BY DOOR MFR.1 EACH SENSORS BY DOOR MFR.1 EACH REMOTE BY DOOR MFR.

HARDWARE SET HW-17: OVERHEAD GLASS DOOR1 EACH CONTROLS BY DOOR MFR.1 EACH PRESSURE BY DOOR MFR.1 EACH SENSORS BY DOOR MFR.1 EACH REMOTE BY DOOR MFR.

KEY ALL LOCKS ON DAY OF TURNOVER. THE DOORSSHOULD BE KEYED AS FOLLOWED:ONE GRAND MASTER (ALL OF THE LOCKS CAN BEOPENED WITH THIS KEY). ONE KEY FOR ALL INTERIORDOORS AND ONE KEY FOR FRONT DOOR.

COPIES OF EACH KEYGRAND MASTER (2)INTERIOR DOOR KEY (6)FRONT DOOR KEY (6)

KNOX BOX: CONTRACTOR SHALL COORDINATE WITHLOCAL FIRE DEPARTMENT HAVING JURISDICTION ONEXACT LOCATION AND SPECIFICATION OF KNOX BOXPRIOR TO ORDERING.

GENERAL HARDWARE NOTES:1. ALL HANDLES, PULLS, LATCHES, LOCKS ANDOTHER OPERABLE PARTS ON ACCESSIBLE DOORSSHALL HAVE A SHAPE (I.E. LEVER HANDLE) THAT ISEASY TO GRASP WITH ONE HAND AND DOES NOTREQUIRE TIGHT GRASPING, TIGHT PINCHING, ORTWISTING OF THE WRIST TO OPERATE AS OUTLINEDPER LOCAL CODE REQUIREMENTS.

2. THE MAXIMUM PRESSURE FOR ALL INTERIOR ANDEXTERIOR ACCESSIBLE DOORS SHALL BE 5-POUNDS OF PRESSURE FOR BOTH PUSH OR PULLFUNCTIONS. ALL FIRE ACCESS DOORS SHALL BEPERMITTED TO OPERATE AT 15-POUNDS MAXIMUMPRESSURE FOR BOTH PUSH AND PULL FUNCTIONS.

3. THE BOTTOM 10" OF ANY ACCESSIBLE DOORSHALL BE A SMOOTH, UNINTERRUPTED SURFACETHAT ALLOWS THE DOOR TO BE OPENED BY AWHEELCHAIR FOOTREST WITHOUT CREATING ATRAP OR HAZARDOUS CONDITION.

4. DOOR CLOSERS ON ALL ACCESSIBLE DOORSSHALL BE SET SO THAT IT TAKES AT LEAST 3-SECONDS TO CLOSE FROM AN OPEN POSITION OF70-DEGREES TO WITHIN 3" OF THE LATCH,MEASURED TO THE LEADING EDGE OF THE DOOR.

5. ALL HARDWARE SHALL BE SATIN NICKEL (US15)FINISH UNLESS NOTED OTHERWISE.

Checked by

Job No. 15048

Date

Drawn by:

Revisions:

2525

S.W

ADSW

OR

TH B

OU

LEVA

RD

SU

ITE

#21

DEN

VER

, CO

LOR

ADO

PHO

NE:

303

.989

.450

0


Colorado 80108

Title

LEE JL

January 26th, 2016



DESI

GN

DEVE

LOPM

ENT

- 01.

26.2

016

802

27

F

AX: 3

03.9

89.4

511

A:\P

rogr

am F

iles

(x86

)\JO

UR

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CH

UR

CH

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EL_s

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.rvt

A-20

DOOR SCHEDULE &DETAILS

DOOR & FRAME SCHEDULE

Mark

DOOR FRAME DETAILS

Hardware DescriptionWidthSingle /

Pair Height Material Finish Type Material Finish Type Head Jamb Sill100 6' - 0" Pair 7' - 10" ALUM. ANOD. 1 ALUM. ANOD. A HW-1

100-A 3' - 0" Single 7' - 10" ALUM. ANOD. 2 ALUM. ANOD. A HW-2100-B 3' - 0" Single 7' - 10" ALUM. ANOD. 2 ALUM. ANOD. A HW-4100-C 6' - 0" Pair 7' - 10" ALUM. ANOD. 1 ALUM. ANOD. A HW-3102 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-5

102-A 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-5103 3' - 0" Single 7' - 0" WD STAIN 6 HM PAINT C HW-6105 6' - 0" Pair 7' - 0" WD STAIN 4 HM PAINT C HW-13 180 DEG. HINGES

105-A 12' - 0" Pair 10' - 0" STL PAINT 8 STL PAINT D HW-16 W/ MOTORIZED OPENER105-B 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT B HW-7 180 DEG. HINGES107 3' - 0" Single 7' - 0" WD STAIN 6 HM PAINT C HW-8108 3' - 0" Single 7' - 0" WD STAIN 6 HM PAINT C HW-8109 3' - 0" Single 7' - 0" WD STAIN 6 HM PAINT C HW-6110 4' - 0" Single 7' - 0" WD STAIN 7 HW-15 BARN DOOR

110-A 4' - 0" Single 7' - 0" WD STAIN 7 HW-15 BARN DOOR111 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-5112 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7 SEE ADD ALTERNATE #1113 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7 SEE ADD ALTERNATE #1114 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7 SEE ADD ALTERNATE #1116 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7 SEE ADD ALTERNATE #1117 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7118 3' - 0" Single 7' - 0" WD STAIN 5 HM PAINT C HW-6119 3' - 0" Single 7' - 0" WD STAIN 5 HM PAINT C HW-6

119-A 3' - 0" Single 7' - 0" HM PAINT 6 HM PAINT B HW-11120 3' - 0" Single 7' - 0" WD STAIN 5 HM PAINT C HW-6121 3' - 0" Single 7' - 0" HM PAINT 6 HM PAINT B HW-11122 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7 SEE ADD ALTERNATE #1123 6' - 0" Pair 7' - 0" WD STAIN 5 HM PAINT C HW-13

123-A 6' - 0" Pair 7' - 0" WD STAIN 5 HM PAINT C HW-13124 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7 SEE ADD ALTERNATE #1

124-A 3' - 0" Single 7' - 0" ALUM. ANOD. 3 ALUM. ANOD. A HW-10124-B 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7125 3' - 0" Single 7' - 0" WD STAIN 5 HM PAINT C HW-9126 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-7 SEE ADD ALTERNATE #1

126-A 3' - 0" Single 7' - 0" ALUM. ANOD. 3 ALUM. ANOD. A HW-10200 6' - 0" Pair 7' - 10" ALUM. ANOD. 1 ALUM. ANOD. A HW-1

200-A 3' - 0" Single 7' - 10" ALUM. ANOD. 2 ALUM. ANOD. A HW-2200-B 3' - 0" Single 7' - 10" ALUM. ANOD. 2 ALUM. ANOD. A HW-4200-C 6' - 0" Pair 7' - 10" ALUM. ANOD. 1 ALUM. ANOD. A HW-3202 3' - 0" Single 7' - 10" ALUM. ANOD. 2 ALUM. ANOD. A HW-2

202-A 10' - 0" Pair 10' - 0" ALUM. ANOD. 9 ALUM. ANOD. E HW-17 W/ MOTORIZED OPENER204 3' - 0" Single 7' - 0" WD STAIN 6 HM PAINT C HW-8205 3' - 0" Single 7' - 0" WD STAIN 6 HM PAINT C HW-8206 3' - 0" Single 7' - 0" WD STAIN 6 HM PAINT C HW-9207 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-14

207-A 12' - 0" Pair 10' - 0" STL PAINT 8 STL PAINT D HW-16 W/ MOTORIZED OPENER207-B 3' - 0" Single 7' - 0" WD STAIN 4 HM PAINT C HW-14207-C 6' - 0" Pair 7' - 8" HM PAINT 6 HM PAINT B HW-12209 3' - 0" Single 7' - 0" WD STAIN 5 HM PAINT C HW-14

209-A 3' - 0" Single 7' - 0" WD STAIN 5 HM PAINT C HW-14210 3' - 0" Single 7' - 0" WD STAIN 5 HM PAINT C HW-6

DN

WH

REF

.D

W

UP

VESTIBULE200

MEN204

WOMEN205

FAMILY TOILET206

WORSHIP SPACE207


JANITOR210

LOBBY201

COFFEE / SEATING202

OPEN TO BELOW

STAIR203

WMRB-1P-1P-2

PCT-2T-1P-2

PCT-2T-1P-2

PCT-2T-1P-2 PC

RB-1P-1P-3

RF-1RB-1P-1P-3

CPT-1RB-1P-1P-3

SCRB-1P-1P-3

SCRB-1

FRP-1P-2

PC-

P-1P-3

P-4

ELEVATORSHAFT

YOUTH ROOM105

VESTIBULE100

E.M.R.103


MEN107

WOMEN108

JANITOR109

CLASSROOM112

CLASSROOM113

CLASSROOM114

CONFERENCE ROOM117

STORAGE118

CLASSROOM116


STORAGE120

CORRIDOR121

CLASSROOM122

STORAGE123

TODDLER124

NURSERY126

TOILET125

ATRIUM101

LOBBY102

STAIR104

GATHERING ROOM115

CORRIDOR111

CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1

PCT-2T-1P-2

PCT-2T-1P-2

CPT-2RB-1P-1P-3

PCRB-1P-1P-3

PCRB-1P-1

-

WMRB-1P-1P-2

SCRB-1FRP-1

P-2

PCT-2T-1P-2

PCRB-1P-1

CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1

CPT-2RB-1P-1

ACT-1

ACT-1

SCRB-1P-1

-

SCRB-1P-1

-

SCRB-1P-1

ACT-1

RF-1RB-1P-1

ACT-1

SCRB-1P-1

-

ELEVATORSHAFT

ELEVATORFLOOR

P-3

-P-1P-3

P-4

PC

ROOM FINISH SPECIFICATIONSFLOORS

WALK OFF MAT

MANUFACTURER: T.B.S.TYPE: T.B.S.FRAME: T.B.S.CARPET INSERT COLOR: T.B.S.

WM

RESTROOM WALL TILE

MANUFACTURER: AMERICAN OLEANSTYLE: ST. GERMAINNUMBER / COLOR: CHENILE SE62SIZE: 12" x 24"

T-1

SANCTUARY CARPET

MANUFACTURER: PATCRAFTSTYLE: REVEAL COLORCOLOR: 00506 DUSK (24" X 24" TILES)

CPT-1

SEALED CONCRETE

CLEAR SEALER

SC

POLISHED CONCRETE

MANUFACTURER: SCOFIELDFINISH: MEDIUM REFLECTIVITY

/ SEMI POLISHEDCOLOR: CLEAR

PC

RESILIENT WOOD PLANKVINYL FLOORING

MANUFACTURER: EARTHWERKSSTYLE: WOOD CLASSIC VINYL PLANKCOLOR: GWC 9814

RF-1

WALLS

FIBER REINFORCED PANEL

MANUFACTURER: T.B.S.PATTERN: T.B.S.NUMBER / COLOR: T.B.S.SIZE: T.B.S.

FRP-1

PAINT COLOR #1

MANUFACTURER: T.B.S.NUMBER / COLOR: T.B.S.FINISH: EGGSHELLLOCATION: WALLS

P-1

PAINT COLOR #2

MANUFACTURER: T.B.S.NUMBER / COLOR: T.B.S.FINISH: FLATLOCATION: CEILINGS

P-2

PAINT COLOR #3

MANUFACTURER: T.B.S.NUMBER / COLOR: T.B.S.FINISH: FLATLOCATION: EXPOSED STRUCTURE

P-3

CEILING

ACOUSTICAL CEILING TILE & SUSPENSION SYSTEM

MANUFACTURER: ARMSTRONGTILE PATTERN: CORTEGA SECOND LOOKTILE NUMBER/COLOR: WHITETILE SIZE: 2'X4'GRID: 15/16" TEGULAR

ACT-1

BASE

RUBBER BASE

MANUFACTURER: ROPPECOLOR: T.B.S.SIZE: 4" HIGH COVE BASE

RB-1

XXXX

#ROOM NAME

FINISH LEGENDROOM NAME

ROOM NUMBERFLOOR FINISHBASE FINISHWALL FINISHCEILING FINISH

CLASSROOM CARPET

MANUFACTURER: MANNINGTONSTYLE: TSNCOLOR: PRALINE (24" X 24" TILES)

CPT-2

TILE BASE

MANUFACTURER: AMERICAN OLEANSTYLE: ST. GERMAINCOLOR: CHENILE SE62SIZE: 6" H x 12" COVE BASE

T-2

PAINT COLOR #4

MANUFACTURER: T.B.S.NUMBER / COLOR: T.B.S.FINISH: FLATLOCATION: STAIR RISERS & STRINGERS

P-4

BULL NOSE

MANUFACTURER: AMERICAN OLEANSTYLE: ST. GERMAINCOLOR: CHENILE SE62SIZE: 3" H x 12" BULL NOSE

T-3

Checked by

Job No. 15048

Date

Drawn by:

Revisions:

2525

S.W

ADSW

OR

TH B

OU

LEVA

RD

SU

ITE

#21

DEN

VER

, CO

LOR

ADO

PHO

NE:

303

.989

.450

0


Colorado 80108

Title

LEE JL

January 26th, 2016



DESI

GN

DEVE

LOPM

ENT

- 01.

26.2

016

802

27

F

AX: 3

03.9

89.4

511

A:\P

rogr

am F

iles

(x86

)\JO

UR

NEY

CH

UR

CH

- C

ENTR

AL M

OD

EL_s

leve

sque

.rvt

A-21

ROOM FINISH PLAN &SCHEDULE

SCALE: 1/8" = 1'-0"2 UPPER LEVEL FINISH PLANSCALE: 1/8" = 1'-0"1 LOWER LEVEL FINISH PLAN

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