St. Peter the Rock Chapel and Ministry Center

1

A101

A101

1

0

?

1

0000NAME

0000150 SF

NAME

A0.0

DESCRIPTION100'-0"

500D 500DA1

1

A101

A2

A101

0

100'-0"

ANOVER-LONGLEVEL NAME

PT-21

A101

DETAIL CALLOUT

DETAIL SECTION

BUILDING SECTION

INTERIOR ELEVATION

EXTERIOR ELEVATION

NORTH ARROW

REVISION TAG & CLOUD

KEYNOTE REFERENCE

ROOM TAG(OPTIONAL SQUARE FOOTAGE)

WALL TAG

DOOR TAG(OPTIONAL DOOR TYPE)

WINDOW TAG

FINISH TAG

CONSTRUCTION GRID

LEVEL ELEVATION INDICATOR

SPOT ELEVATION

A

1

1

NOT FOR

CONSTRUCTION

A P R O F E S S I O N A L C O R P O R A T I O N

6890 WEST 52nd AVENUE, SUITE 230ARVADA, COLORADO 80002-3962

303.227.9453

www.integrationdesigngroup.com

© 2018

These documents are protected under current copyright law as instruments of professional service and shall not be reproduced without

written consent of Integration Design Group, PC. The Architect disclaims any and all liability

resulting from unauthorized or improper use of these documents.

A000COVER SHEET

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PROJECT: Project NumberSt. Peter the Rock Chapel and Ministry Center

∆ ISSU E DATESCHEMATIC DESIGN 2018-07-30

DOCUMENTS INDEXNUMBER NAME

GENERALA000 COVER SHEET

ARCHITECTURALA020 WALL AND ROOF ASSEMBLIESA100 DEMOLITION SITE/FLOOR PLANA101 SITE PLANA211 MAIN LEVEL FLOOR PLANA212 UPPER LEVEL FLOOR PLANA213 ROOF LEVEL PLANA311 MAIN LEVEL CEILING PLANA312 UPPER LEVEL CEILING PLANA401 EXTERIOR ELEVATIONSA402 EXTERIOR ELEVATIONSA410 BUILDING SECTIONSA701 FINISH SCHEDULEA901 RENDERINGS

STRUCTURALS STRUCTURAL NARRATIVE

MECHANICALM MECHANICAL NARRATIVE

PLUMBINGP PLUMBING NARRATIVE

ELECTRICALE ELECTRICAL NARRATIVE

St. Peter the Rock Chapel and Ministry CenterREMODEL AND ADDITION55 JEFFERSON ST. | MONUMENT, CO | 80132

SCHEMATIC DESIGN

PROJECT TEAMOWNER

ST. PETER CATHOLIC CHURCH55 Jefferson St.Monument, CO 80132

DESIGN TEAM

ARCHITECTURE & INTERIORSIntegration Design Group, PC Adam Hermanson, AIA6890 West 52nd AvenueArvada, Colorado 80002(303) 227 9453

STRUCTURAL ENGINEERGebau Consulting Engineers1121 Broadway, Suite 201Boulder, CO 80302(303)444-8545

MECHANICAL & PLUMBING ENGINEERWMA Consulting Engineers, Ltd.9200 East Mineral Avenue, Suite 100Centennial, CO 80112303.225.6320

ELECTRICAL ENGINEERWMA Consulting Engineers, Ltd.9200 East Mineral Avenue, Suite 100Centennial, CO 80112303.225.6320

ABBREVIATIONS

A.C.T. ACOUSTICAL CEILING TILEADJ. ADJUST(ABLE)A.F.F. ABOVE FINISHED FLOORALUM. ALUMINUMALT. ALTERNATEAPPROX. APPROXIMATEARCH. ARCHITECT/ARCHITECTURALANOD. ANODIZEDAPPROV. APPROVED

BD. BOARDBLDG. BUILDINGBLK. BLOCKBM. BENCHMARKBOT. BOTTOMB.O. BOTTOM OFBRS. BEARINGSBSMT. BASEMENTB.U.R. BUILT UP ROOF

CTR. CENTER, CENTEREDCIR. CIRCLECIRC. CIRCUMFERENCEC.J. CONTROL JOINTCLS. CEILINGCLR. CLEARC.M.U. CONCRETE MASON UNITCOL. COLUMNCOMB. COMBINATIONCOMP. COMPACT, COMPACTEDCONC. CONCRETECONT. CONTINUOUSCONSTR. CONSTRUCTIONCOORD. COORDINATECOOR. COORIDORCPT. CARPETC.T. CERAMIC TILE

D. DEEP, DRYERDBL. DOUBLEDEMO. DEMOLITIONDEPT. DEPARTMENTD.F. DRINKING FOUNTAINDTL. DETAILDIAG. DIAGONALDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDISPL. DISPOSALDIV. DIVISIONDN. DOWNDR. DOORD.S. DOWN SPOUTDWG. DRAWING

E. EASTEA. EACHELEC. ELECTRICELEV. ELEVATION, ELEVATOREQ. EQUALEQMT. EQUIPMENTE.W.C. ELECTRICAL WATER COOLEREXH. EXHAUSTEXIST (E) EXISTINGE.T.R. EXISTING TO REMAINEXT. EXTERIOREXP. EXPANSIONE.J. EXPANSION JOINT

F.D. FLOOR DRAINF.E. FIRE EXTINGUISHERF.E.C FIRE EXTINGUISHER CABINETF.F.E. FINISH FLOOR ELEVATIONFIN. FINISHFIXT. FIXTUREFLR. FLOORFND. FOUNDATIONF.R. FIRE RATEDFRMG. FRAMINGFRZ. FREEZERFTG. FOOTINGFUT. FUTURE

GA. GAUGEGALV. GALVANIZEDG.B. GRAB BARGRND. GROUNDG.C. GENERAL CONTRACTORGYP. BD. GYPSUM BOARD

H. HIGHH.B. HOSE BIBBHC. HANDICAPPEDH.D. HEAVY DUTYHDWR. HARDWAREH.M. HOLLOW METALH.O. HOLD OPENSHORZ. HORIZONTALHT. HEIGHTHTG. HEATING

I.D. INSIDE DIAMETERI.L.O. IN LIEU OFINCL. INCLUDE, INCLUDINGINSUL. INSULATION, INSULATEDINT. INTERIOR

JT. JOINTJST. JOIST

KIT. KITCHEN

L. LENGTHLA. LAYERLAB. LABORATORYLAM. LAMINATELAV. LAVATORYL.F. LINEAL FEETLB., # POUNDLVR. LOUVER

MAS. MASONRYM.O. MASONRY OPENINGMATL. MATERIALMAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMFR. MANUFACTURERMH. MANHOLEMIN. MINIMUMMISC. MISCELLANEOUSMM. MILLIMETER(S)MTL. METAL

N. NORTHNEC. NECESSARY(N) NEWN.I.C. NOT IN CONTRACTNO., # NUMBERNOM. NOMINALN.T.S. NOT TO SCALE

O.D. OUTSIDE DIAMETERO.C. ON CENTEROH. OVERHEADOPP. OPPOSITEO.S.B. ORIENTED STRAND BOARDOTS OPEN TO STRUCTURE PART. PARTITIONPER. PERIMETERP-LAM. PLASTIC LAMINATEPLBG. PLUMBINGPROP. PROPERTYPT. PAINT

R. RISER, RADIUSR.B. RUBBER BASERE. REFER TOREC. RECESSEDREF. REFERENCEREFL. REFLECTEDREM. REMOVE, REMOVABLEREQ'D. REQUIREDRET. RETURNREV. REVISIONRM. ROOM

S. SOUTHS.B. SPLASH BLOCKSCHED. SCHEDULESECT. SECTIONS.F. SQUARE FOOTSHWR. SHOWERSHT. SHEETSIM. SIMILARS.O.G. SLAB-ON-GRADESPEC. SPECIFICATIONSPECS. SPECIFICATIONSSPK. SPEAKERSQ. SQUARESTD. STANDARDSTL. STEELSTR. STAIRSTRUC. STRUCTURE, STRUCTURALSUSP. SUSPENDEDSYM. SYMMETRICALSYS. SYSTEM

T. THICK, TREADT.B.D. TO BE DETERMINEDTEMP. TEMPORARY, TEMPEREDT&G. TONGUE AND GROOVET.O.___ TOP OF ___TLT/TOIL. TOILETT.P. TOILET PAPERT.S. TUBE STEELTYP. TYPICAL

UC. UNDERCUTU.N.O. UNLESS NOTED OTHERWISE

V.B. VAPOR BARRIERV.C.T. VINYL COMPOSITION TILEVENT. VENTILATORVERT. VERTICALVEST. VESTIBULEVIN. VINYL

W. WESTW/ WITHW/O WITHOUTW.C. WATER CLOSETWD. WOODWDW. WINDOWWIN. WINDOWW.R. WATER RESISTANTW.W.F. WELDED WIRE FABRIC

GRAPHIC SYMBOLS

PROPERTYLOCATION

I-25

2ND STREET

JEFF

ER

SO

N S

T.

LINCOLN AVE.

PROJECT SUMMARY

THE PROJECT INCLUDES DEMOLITION OF THE EXISTING BUILDING LOCATED BEHIND THE HISTORIC CHAPEL BUILDING AND REMOVEAL OF THE RESTROOMS WITHIN THE CHAPEL. A NEW 2-STORY MINISTRY CENTER BUILDING WILL REPLACE THE EXISTING BUILDING THAT WILL INCLUDE SEVERAL MEETING ROOMS, OFFICES, RESIDENTIAL KTICHEN FACILITIES, AND RESTROOMS TO ACCOMMODATE THE ENTIRE FACILITY.

NEW HVAC, PLUMBING FIXTURES, AND ELECTRICAL WORK WILL BE PROVIDED BASED ON THE ATTACHED DOCUMENTS.

CODE SUMMARY

FRANKLYN AVE.

1ST STREET.

WA

SH

ING

TON

ST

PROJECT LOCATION

KEY PLANS

AD

AM

S S

T.

BE

AC

ON

LIT

E R

OA

D

CONSTRUCTION TYPE V-B

OCCUPANCY TYPE: A - ASSEMBLY

OCCUPANCY SEPARATION: NOT REQUIRED

CURRENT CODES:2015 IBC2015 IMC2015 IPC2014 NEC2015 IECC

KRAFT FACED BATT INSULATION(R-21 MIN)

6" METAL STUDS

5/8" GYPSUM BOARDLEVEL 4 FINISH (U.N.O.)

4" CMU VENEER

1' - 2

1/4

"

2" AIR GAP

1-1/2" RIGID INSULATION (R-7.5 MIN) W/ 1/2" SHEATHING

WEATHER RESISTIVE BARRIER

MASONRY VENEER ANCHOR

KRAFT FACED BATT INSULATION(R-21 MIN)

6" METAL STUDS


SLOPED PRECAST CAP BELOW

1-1/2" RIGID INSULATION (R-7.5 MIN) FACED W/ 1/2" EXTERIOR SHEATHING

WEATHER RESISTIVE BARRIER

LAP SIDING

FACE OF MASONRY VENEER BELOW CAP

SOUND ATTENUATION BATT INSULATION

3 5/8" METAL STUD @ 24" O.C.

5/8" GYPSUM BOARD LEVEL 4 FINISH (U.N.O.)

TYPE C SHALL BE TYPICAL INTERIOR PARTITION, UNLESS OTHERWISE NOTED.


4 7/

8"

SOUND ATTENUATION BATT INSULATION

3 5/8" METAL STUD @ 24" O.C.

(2) LA 5/8" GYPSUM BOARDLEVEL 4 FINISH (U.N.O.)

VARI

ES

WALL & PARTITION GENERAL NOTES1. THESE WALL AND PARTITION TYPES ARE INTENDED TO DESCRIBE THE GENERAL

CONSTRUCTION. SHOULD PROJECT CONDITIONS SUGGEST ADJUSTMENTS TO THESE REQUIREMENTS, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT AS TO HOW THE SPECIFIC PARTITION TYPE IS TO BE ADJUSTED OR MODIFIED.

2. CONTRACTOR SHALL VERIFY EXISTING WALL CONSTRUCTION WHERE NEW WORK MEETS EXISTING ELEMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES WITH CONSTRUCTION DOCUMENTS.

3. REFER TO STRUCTURAL DRAWINGS FOR REINFORCING, LINTELS, BRACING, ETC. AT ANY SPECIAL CONDITIONS.

4. REFER TO CODE PLANS AND CONSTRUCTION PLANS FOR FIRE-RESISTANCE RATED SEPARATION WALLS, FLOORS, AND CEILING CONSTRUCTION.

5. AT ALL PARTITIONS SUPPORTED BY SLAB ON GRADE, PROVIDE FLOATING SILL DETAIL TO ACCOMMODATE 2" OF VERTICAL MOVEMENT. PROVIDE U.L. RATED ASSEMBLY AT RATED PARTITIONS.

6. AT FURRED OUT WALLS, ANCHOR FRAMING BACK TO STRUCTURE AT 24" O.C. 7. ALL PARTITIONS SHALL EXTEND TO UNDERSIDE OF CEILING STRUCTURE ABOVE, UNLESS

NOTED OTHERWISE. ALL RATED PARTITIONS SHALL EXTEND TO UNDERSIDE OF DECK STRUCTURE ABOVE.

8. ALL WALLS SHALL COMPLY WITH IBC SECTION 1607.13 FOR LATERAL LOAD RESISTANCE.

B1.2

WALL TAGS

WALL/PARTITION TYPE

HEIGHT DESIGNATION

.0 REFER TO ELEVATION OR DETAIL.

.1 EXTEND TO UNDERSIDE OF DECK.

.2 EXTEND TO 6" ABOVE CEILING.

.3 EXTEND TO CEILING. (TYP. U.N.O.)

WALL HEIGHT DESIGNATIONS

NOT FOR

CONSTRUCTION



303.227.9453


© 2018




A020WALL AND ROOF

ASSEMBLIES

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1 1/2" = 1'-0"1 WALL TYP A - EXTERIOR WAINSCOT

1 1/2" = 1'-0"2 WALL TYPE B - EXTERIOR

1 1/2" = 1'-0"3 WALL TYPE C - INTERIOR

1 1/2" = 1'-0"4 WALL TYPE D - CHAPEL WALL

DN

DN

DNDN

119126

117

118

119

120

101

120

102102102

115

108

104 105

104

104

104 105

105

113 114

112

112

110

103

106

106

117

118

119

119

121

121

121122 122

128

124

112

107

128

NOT FOR

CONSTRUCTION



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© 2018




A100DEMOLITION

SITE/FLOOR PLAN

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3/16" = 1'-0"1 MAIN LEVEL DEMOLITION FLOOR PLAN

DEMOLITION KEYNOTES

101 REMOVE PORTION OF EXISTING CURB AND GUTTER.102 REMOVE PARKING STRIPE FOR NEW PARKING STALL LAYOUT.103 REMOVE EXISTING SHED BUILDING.104 REMOVE PORTION OF EXSITING WOOD FENCE.105 PORTION OF EXISTING FENCE TO REMAIN.106 REMOVE EXSITING WOOD TIMBERS AND GRAVEL PARKING LOT.107 EXISTING MARIAN GARDEN TO REMAIN. PROTECT THROUGHOUT DEMOLITION AND

CONSTRUCTION.108 EXISTING PARKING SURFACE TO REMAIN.110 REMOVE EXISTING LAP SIDING TO SHEATHING. WALL STRUCTURE TO REMAIN.112 EXISTING CONCRETE RAMP AND STAIRS TO REMAIN.113 EXISTING SIDEWALK TO REMAIN - NO SCOPE.114 EXISTING PARKING SURFACE TO REMAIN AS IS.115 EXISTING CONCRETE CURB TO REMAIN.117 REMOVE EXISTING WOOD PORCH AND RAILING.118 REMOVE EXISTING WOOD STAIR AND RAILING.119 REMOVE EXISTING WALL AND FOUNDATION.120 REMOVE EXISTING FLOOR STRUCTURE, ROOF STRUCTURE, AND ALL ELECTRICAL,

MECHANICAL, AND PLUMBING ITEMS.121 REMOVE EXISTING WALL.122 REMOVE EXISTING PLUMBING FIXTURES AND PIPING.124 EXISTING WOOD HANDRAIL TO REMAIN.126 REMOVE EXISTING WINDOWS, TYP OF 6.128 REMOVE EXISTING DOOR.

DN

DN

DN

DN

DN

DN

NEW ADDITION

EXISTING CHAPEL

HC HC

RAMP

151

161

157

155

151

155

159

159

159

156

156

156

153

153

152

154

154

160

163

156

156

162

159

159

164

164

NOT FOR

CONSTRUCTION



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A101SITE PLAN

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3/16" = 1'-0"1 SITE PLAN

CONSTRUCTION KEYNOTES

UP

DN

DN

DN

DN

DN

UP

DN

A4022

A401

A402

A401

1

1

2

3A410

2A410

5' - 9 1/2" 93' - 0" 40' - 1 3/4" +/- 6' - 0 1/8"

28' - 11 1/2" 27' - 1 1/2" 26' - 5 1/2" 10' - 5 1/2"

5' -

4"4'

- 11

1/2

"4'

- 11

1/2

"5'

- 4"

5' - 2 5/8" 14' - 8" 6' - 8" 14' - 8" 6' - 8" 14' - 8" 6' - 8" 10' - 5" 8' - 5" 29' - 6" 1' - 4"

115

MEETINGRM 2

119

MEETINGRM 3

120

MEETINGRM 4

122

SACRISTY/

CONFESSIONAL

124CHAPEL

127LIBRARY

126STORAGE

109KITCHEN

114

FIREROOM

59' -

4"

5' -

9 1/

8"

108WOMEN113

STAIR

111JAN

117STOR

121STOR

125HALL

101ENTRY

5' -

5 7/

8"

REF

110PANTRY

4' -

0"

1/4"

2 3/

4"6'

- 8"

3"4'

- 8"

3"6'

- 8"

3"

123RESTROOM

104ELEV RM

118HALLWAY

112STOR

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

DBLOVEN

3' -

8 3/

8"2'

- 0"

2' -

0"

1' -

0"

2' -

0"

1' -

0"

2' -

0"2'

- 0"

3' -

8 3/

8"

102OFFICE

107MEN

103VEST

106

MEETINGRM 1

105OFFICE

1A410

13' - 4" 8' - 7" 8' - 7" 8' - 7"

116STOR

112' - 4"

21' -

8"

5' -

4"32

' - 4

"

19' -

4 3

/4"

201202

202

203

203

205

205

206

207

208208208

208

208

208

208

208

208

208

208

210211

212

213

216

216

215

215

215

215

215

215

215234

234

215215

214

214217 217

235

235

232

221220

220

219

218

218

218

204

221

222222233

233

223223

228

227

215215

233

224

240

242

241

241

20' -

7" +

/-

243

5' -

0 3/

8"10

' - 3

7/8

"17

' - 6

"1'

- 10

"

5' - 0"

8' -

7 1/

8" +

/-

244

244

244

CONSTRUCTION GENERAL NOTES1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BUILD-OUT. NOTIFY

ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS PRIOR TO ALL WORK.

2. PROVIDE NEW PARTITIONS AS INDICATED ON PLANS. TYPICAL PARTITION CONSTRUCTION: 25GA. METAL STUDS 24" O.C. W/ (1) LA. 5/8" TYPE-X GYP. BD. WITH LEVEL 4 FINISH.

3. ROUTE FULL HEIGHT PARTITIONS AROUND EXISTING DUCTWORK AND PIPING AS NECESSARY TO STRUCTURE ABOVE. PROVIDE 1” PLENUM-RATED GASKET BETWEEN ALL WALL CONSTRUCTION AND DUCTWORK TO MINIMIZE VIBRATION.

4. IF FIRE-PROOFING IS MODIFIED ABOVE CEILINGS FOR OF NEW PARTITIONS, CEILING FRAMING, OR HANGER RODS, GC SHALL PATCH AND REPLACE FIRE-PROOFING TO MAINTAIN UNIFORM THICKNESS AND APPLICATION.

5. GC SHALL PATCH ANY PENETRATIONS IN EXISTING FIRE-RATED CONSTRUCTION TO MAINTAIN FIRE RATING.

6. REPAIR WALLS AT ALL ABANDONED J-BOX LOCATIONS. BLANK COVERPLATES ARE NOT ACCEPTABLE.

7. CONTRACTOR TO PATCH AND REPAIR ALL DAMAGED SURFACES INCLUDING PARTITIONS, WINDOWS, WINDOW FRAMES, DOORS, DOOR FRAMES TO AS-NEW CONDITION.

8. CONTRACTOR TO PATCH ALL SURFACES AT AREAS OF DEMOLITION TO RECEIVE NEW FINISHES.

9. PATCH AREAS OF DAMAGE FOLLOWING REMOVAL OF WALL BASE. PREPARE WALL SMOOTH TO RECEIVE NEW BASE.

10. ALL PERIMETER DIMENSIONS ARE FROM FACE OF WALL BELOW UNLESS NOTED OTHERWISE.

11. ALL INTERIOR DIMENSIONS ARE TAKEN FROM FACE OF FINISHED SURFACE, UNLESS NOTED OTHERWISE.

12. PRIOR TO FRAMING, CONTRACTOR SHALL VERIFY ALL DIMENSIONS OR ITEMS TO BE SALVAGED OR REUSED, INCLUDING DOORS AND FRAMES, EXISTING PARTITIONS, CEILING HEIGHTS, ETC.

13. VERIFY CONDITION OF SUBFLOOR. PREPARE FLOOR LEVEL TO BE NO GREATER THAN 1” VARIATION IN 10'-0”.

14. PATCH EXISTING ABNORMALITIES IN FLOOR AND PREPARE FLOOR FLAT TO RECEIVE NEW HARDSURFACE FINISHES.

15. PROVIDE NEW FRT WOOD BLOCKING AS REQUIRED FOR ALL ITEMS ANCHORED TO NEW AND EXISTING WALLS.

16. CONTRACTOR TO PROVIDE OWNER WITH TWO COPIES OF OPERATIONS, MAINTENANCE, AND WARRANTY MANUALS FOR ALL PRODUCTS INSTALLED ON THE PROJECT.

17. NEW PAINT ON ALL WALLS W/IN AREA OF WORK. 1 COAT PRIMER, 2 COATS OF FINISH COLOR.










B1.2

WALL TAGS

WALL/PARTITION TYPE

HEIGHT DESIGNATION






FLOOR PLAN LEGENDEXISTING CMU PARTITION TO REMAIN

EXISTING STUD PARTITION TO REMAIN

NEW PARTITION

EXISTING PARTITION TO BE DEMOLISHED

EXISTING CMU/CONCRETE PARTITION TO BE DEMOLISHED

AREA OF ADDITIONAL EXCAVATION FOR NEW WINDOW WELLS

NOT FOR

CONSTRUCTION



303.227.9453


© 2018




A211MAIN LEVEL FLOOR

PLAN

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3/16" = 1'-0"1 MAIN LEVEL FLOOR PLAN


201 MASONRY VENEER PILASTER.202 CONCRETE RAMP, STAIR, AND LANDING.203 DECORATIVE METAL HANDRAIL.204 MELAMINE SHELVING ON HEAVY DUTY BRACKETS AT 16" O.C.205 ALUM THERMAL BARRIER WINDOW WITH INSULATED GLASS UNIT, TYP OF 6. BASIS OF

DESIGN IS BOVARD STUDIOS 3750 SERIES.206 6" WOOD STEP.207 STAINED OAK WOOD FLOORING AND NEW SUBFLOOR ON EXISTING JOISTS OVER

CRAWL SPACE. REFER TO STRUCTURAL NARRATIVE. PROVIDE $5000 ALLOWANCE FORPOSSIBLE ADDITIONAL STRUCURE TO ACCOMODATE 100#/SF LOAD.

208 LITURGICAL FURNITURE / ITEM SUPPLIED AND INSTALLED BY OWNER.210 STAINED WOOD BASE AND UPPER CABINETS.211 GRANITE COUNTERTOP.212 3' X 7' STAINED WOOD WARDROBE CABINET WITH HANGING ROD AND SHELF.213 MOVEABLE CONFESSIONAL SCREEN.214 OPERABLE FOLDING PARTITION, BASIS OF DESIGN - HUFCORE 632.215 FURNITURE BY OWNER.216 PROVIDE DATA AND POWER FOR OWNER PROVIDED FLAT SCREEN TV.217 RECESSED OVERHEAD ROLL DOWN SCREEN.218 KITCHEN EQUIPMENT BY OWNER. GC TO PROVIDE ROUGH-IN FOR EQUIPMENT.219 PLASTIC LAMINATE BASE AND UPPER CABINETS WITH ADJUSTABLE SHELVING.220 GRANITE COUNTERTOP.221 PLASTIC LAMINATE BASE CABINET.222 GRANITE COUNTERTOP WITH PLASTIC LAMINATE ADA PANEL BELOW.223 PLASTIC LAMINATE PARTITIONS.224 6X6 STAINED WOOD POST.227 ADA HI-LO DRINKING FOUNTAIN.228 LIMITED USE/LIMITED ACCESS ELEVATOR. BASIS OF DESIGN - MORNING STAR.232 24" X 24" MOP SINK.233 PROVIDE ALLOWANCE FOR RESTROOM ACCESSORIES, I.E. GRAB BARS, DISPENSORS,

RECEPTACLES, ETC.234 CONCRETE FILLED METAL PAN STAIR.235 PAINTED METAL HANDRAIL.240 PROTECT EXISTING MARIAN GARDEN DURING DEMOLITION AND CONSTRUCTION.241 PAINTED WOOD HANDRAIL TO MATCH EXISTING.242 EXISTING WOOD HANDRAIL.243 REFER TO MEP NARRATIVE FOR ADDITIONAL KITCHEN INFORMATION.244 6" LAP SIDING OVER EXISTING SHEATHING.

DN

DN

3A410

2A410

25' - 1 5/8" 24' - 5 5/8" 24' - 5 5/8" 18' - 11"

27' -

10

1/4"

6' -

5"24

' - 2

7/8

"

210

MEETINGRM 9

211

MEETINGRM 10

213

MEETINGRM 11

214

MEETINGRM 12

215MEN

216WOMEN

202OFFICE

205

MEETINGRM 6

206

MEETINGRM 7

207

MEETINGRM 8

209JAN

MECHSHAFT

MECHSHAFT

93' - 0" 41' - 2" 5' - 7 1/2"

59' -

3 7

/8"

203STOR

1A410

14' - 8" 6' - 8" 14' - 8" 6' - 8" 14' - 8" 6' - 8" 29' - 0"

204STOR

201STAIR

208STAIR

212HALLWAY

216

219229230

222

233

222

223

233

227

228 235

234

215

226

216

216

216

216216 216

219229230 219229 230

219 229 230 219 229 230219 229230

219

229

204

232

234 235

93' - 0"

226

219 229 230

REFER TO ROOF PLAN FOR ADDITIONAL INFORMATION










B1.2

WALL TAGS

WALL/PARTITION TYPE

HEIGHT DESIGNATION






FLOOR PLAN LEGENDEXISTING CMU PARTITION TO REMAIN

EXISTING STUD PARTITION TO REMAIN

NEW PARTITION

EXISTING PARTITION TO BE DEMOLISHED

EXISTING CMU/CONCRETE PARTITION TO BE DEMOLISHED

AREA OF ADDITIONAL EXCAVATION FOR NEW WINDOW WELLS

NOT FOR

CONSTRUCTION



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A212UPPER LEVEL FLOOR

PLAN

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3/16" = 1'-0"1 UPPER LEVEL FLOOR PLAN


204 MELAMINE SHELVING ON HEAVY DUTY BRACKETS AT 16" O.C.215 FURNITURE BY OWNER.216 PROVIDE DATA AND POWER FOR OWNER PROVIDED FLAT SCREEN TV.219 PLASTIC LAMINATE BASE AND UPPER CABINETS WITH ADJUSTABLE SHELVING.222 GRANITE COUNTERTOP WITH PLASTIC LAMINATE ADA PANEL BELOW.223 PLASTIC LAMINATE PARTITIONS.226 ALUMINUM FRAMED GLAZING SYSTEM WITH LOW E COATING ON INSULATED GLAZING

UNIT.227 ADA HI-LO DRINKING FOUNTAIN.228 LIMITED USE/LIMITED ACCESS ELEVATOR. BASIS OF DESIGN - MORNING STAR.229 PLASTIC LAMINATE COUNTERTOP.230 3' X 7' PLASTIC LAMINATE CABINET WITH ADJUSTABLE SHELVING.232 24" X 24" MOP SINK.233 PROVIDE ALLOWANCE FOR RESTROOM ACCESSORIES, I.E. GRAB BARS, DISPENSORS,

RECEPTACLES, ETC.234 CONCRETE FILLED METAL PAN STAIR.235 PAINTED METAL HANDRAIL.

3A410

2A410

7' - 4" 7' - 4"

1A410

253 402

402

252

402

402

401

251

253

254

255

253

256

252

256

NOT FOR

CONSTRUCTION



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A213ROOF LEVEL PLAN

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3/16" = 1'-0"1 ROOF LEVEL PLAN


ROOF PLAN KEYNOTES

251 RIDGE VENT.252 NEW PREINISHED METAL GUTTER AND DOWNSPOUTS.253 40 YEAR DIMENSIONAL ASPHALT ROOF SHINGLE.254 ROOF ACCESS HATCH. BASIS OF DESIGN - BILCO.255 EPDM ROOFING MEMBRANE OVER TAPERED INSULATION. REFER TO STRUCTURAL

NARRATIVE FOR ROOF STRUCTURE.256 RTU - REFER TO MECHANICAL NARRATIVE.

3A410

2A410

1A410

REFER TO ELECTRICAL AND MECHANICAL NARRATIVE FOR ADDITIONAL INFORMATION

RCP SYMBOL LEGEND(E) EXISTING CEILING / LIGHTING TO REMAIN.

2 x 2 RECESSED INDIRECT BASKET FIXTURE.

4 x 1 FLOURESCENT UTILITY FIXTURE.

INDIRECT PENDANT LAMP.

PENDANT FIXTURE (TYPES A AND B).

LARGE PENDANT FIXTURE.

6" DOWNLIGHT CAN.

6" WALL WASHER CAN.

MODULAR TRACK LIGHTING.

2 x 2 A.C.T. SYSTEM.


A.C.T. SYSTEM TO BE DEMOLISHED

GYP. BD. ON MTL. STUD.

NOT FOR

CONSTRUCTION



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A311MAIN LEVEL CEILING

PLAN

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3/16" = 1'-0"1 MAIN LEVEL CEILING PLAN


2A410

1A410

REFER TO ELECTRICAL AND MECHANICAL NARRATIVE FOR ADDITIONAL INFORMATION

RCP SYMBOL LEGEND(E) EXISTING CEILING / LIGHTING TO REMAIN.

2 x 2 RECESSED INDIRECT BASKET FIXTURE.

4 x 1 FLOURESCENT UTILITY FIXTURE.

INDIRECT PENDANT LAMP.

PENDANT FIXTURE (TYPES A AND B).

LARGE PENDANT FIXTURE.

6" DOWNLIGHT CAN.

6" WALL WASHER CAN.

MODULAR TRACK LIGHTING.



A.C.T. SYSTEM TO BE DEMOLISHED

GYP. BD. ON MTL. STUD.

NOT FOR

CONSTRUCTION



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© 2018




A312UPPER LEVEL CEILING

PLAN

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3/16" = 1'-0"1 UPPER ELVEL CEILING PLAN


MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

MAX HT35' - 0"

ROOF LEVEL21' - 0"

1A410

401

401

401 402

402

402404411405406 406 403 403407 409

410412408

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

3A410

MAX HT35' - 0"

ROOF LEVEL21' - 0"

1A410

401

401

401

402

402

402

403 403404 404405

410411

410

NOT FOR

CONSTRUCTION



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© 2018




A401EXTERIOR

ELEVATIONS

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3/16" = 1'-0"2 SOUTH ELEVATION

3/16" = 1'-0"1 NORTH ELEVATION

EXTERIOR ELEVATION KEYNOTES

401 40 YEAR DIMENSIONAL ASPHALT ROOF SHINGLE OVER 30# FELT.402 PREFINISHED METAL GUTTER AND DOWNSPOUTS.403 6" LAP SIDING OVER EXISTING SHEATHING/WALL, PAINT.404 WOOD TRIM AND SILL, PAINT.405 6" LAP SIDING ON NEW WALL CONSTRUCTION, PAINT.406 4" MASONRY VENEER.407 PRECAST CONCRETE CAP.408 6X6 STAINED WOOD POST.409 DECORATIVE MEATAL RAILING.410 PAINTED WOOD FASCIA.411 ALUMINUM FRAMED GLAZING SYSTEM WITH LOW E COATING ON INSULATED GLAZING

UNIT.412 ALUM THERMAL BARRIER WINDOW WITH INSULATED GLASS UNIT, TYP OF 6. BASIS OF

DESIGN IS BOVARD STUDIOS 3750 SERIES.

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

2A410

MAX HT35' - 0"

ROOF LEVEL21' - 0"

REFER TO SHEET A401 FOR ADDITIONAL KEYNOTES AND INFORMATION

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

MAX HT35' - 0"

ROOF LEVEL21' - 0"

REFER TO SHEET A401 FOR ADDITIONAL KEYNOTES AND INFORMATION

NOT FOR

CONSTRUCTION



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© 2018




A402EXTERIOR

ELEVATIONS

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3/16" = 1'-0"1 WEST ELEVATION

3/16" = 1'-0"2 East

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

2A410

MAX HT35' - 0"

ROOF LEVEL21' - 0"

119

MEETINGRM 3

211

MEETINGRM 10 212

HALLWAY206

MEETINGRM 7

106

MEETINGRM 1

108WOMEN

118HALLWAY

117STOR

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

3A410

MAX HT35' - 0"

ROOF LEVEL21' - 0"

1A410

210

MEETINGRM 9

211

MEETINGRM 10

213

MEETINGRM 11 212

HALLWAY215

MEN

123RESTROOM

120

MEETINGRM 4

119

MEETINGRM 3115

MEETINGRM 2 124

CHAPEL

MAIN LEVEL0' - 0"

UPPER LEVEL12' - 0"

2A410

MAX HT35' - 0"

ROOF LEVEL21' - 0"

124CHAPEL

127LIBRARY

NOT FOR

CONSTRUCTION



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© 2018




A410BUILDING SECTIONS

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3/16" = 1'-0"1 BUILDGIN SECTION LOOKING EAST

3/16" = 1'-0"2 BUILDING SECTION LOOKING NORTH

3/16" = 1'-0"3 BUILDGIN SECTION LOOKING WEST

NOT FOR

CONSTRUCTION



303.227.9453


© 2018




A701FINISH SCHEDULE

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FINISHES LEGENDREFER TO REQUIREMENTS FOR EACH ITEM AS NOTED IN SPECIFICATIONS

SYMBOLS TYPE MFR STYLE/COLOR REMARKSCPT-1 CARPET TILE MANNINGTONLVT-1 LUXURY VINYL TILE AMTICOPL-1 PLASTIC LAMINATE WILSONARTPT-1 PAINT SHERWIN WILLIAMSPT-2 PAINT SHERWIN WILLIAMSPT-3 PAINT SHERWIN WILLIAMSPT-4 PAINT SHERWIN WILLIAMSRB-1 RUBBER BASE ROPPESC-1 SEALED CONCRETE

TILE-1 CERAMIC TILE TBDWD-1 WOOD FLOORING TBD

ROOM FINISH SCHEDULE

Number Name

Floor

Base Finish

Walls

CommentsMtrl. Fin.North East South WestMtrl. Mtrl. Mtrl. Mtrl.

101 ENTRY LVT RB102 OFFICE CPT RB103 VEST LVT RB104 ELEV RM CONC105 OFFICE CPT RB106 MEETING RM 1 CPT RB107 MEN TILE TILE108 WOMEN TILE TILE109 KITCHEN LVT RB110 PANTRY LVT RB111 JAN CONC RB112 STOR CONC RB113 STAIR CPT RB114 FIRE ROOM CONC115 MEETING RM 2 CPT RB116 STOR CPT RB117 STOR CPT RB118 HALLWAY LVT RB119 MEETING RM 3 CPT RB120 MEETING RM 4 CPT RB121 STOR CPT RB122 SACRISTY / CONFESSIONAL CPT RB123 RESTROOM TILE TILE124 CHAPEL WOOD WOOD125 HALL LVT RB126 STORAGE CONC RB127 LIBRARY CPT RB201 STAIR CPT RB202 OFFICE CPT RB203 STOR CPT RB204 STOR CPT RB205 MEETING RM 6 CPT RB206 MEETING RM 7 CPT RB207 MEETING RM 8 CPT RB208 STAIR CONC RB209 JAN CONC RB210 MEETING RM 9 CPT RB211 MEETING RM 10 CPT RB212 HALLWAY LVT RB213 MEETING RM 11 CPT RB214 MEETING RM 12 CPT RB215 MEN TILE TILE216 WOMEN TILE TILE

NOT FOR

CONSTRUCTION



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© 2018




A901RENDERINGS

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1 ISOMETRIC VIEW


2 PERSPECTIVE VIEW 2

3 PERSPECTIVE VIEW 1

Documents

St. Peter the Rock Chapel and Ministry Center