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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
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
TYPE C SHALL BE TYPICAL INTERIOR PARTITION, UNLESS OTHERWISE NOTED.
5/8" GYPSUM BOARDLEVEL 4 FINISH (U.N.O.)
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
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
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.
A100DEMOLITION
SITE/FLOOR PLAN
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PROJECT: Project NumberSt. Peter the Rock Chapel and Ministry Center
∆ ISSU E DATESCHEMATIC DESIGN 2018-07-30
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
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
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.
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
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
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
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.
A211MAIN LEVEL FLOOR
PLAN
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0132
PROJECT: Project NumberSt. Peter the Rock Chapel and Ministry Center
∆ ISSU E DATESCHEMATIC DESIGN 2018-07-30
3/16" = 1'-0"1 MAIN LEVEL FLOOR PLAN
CONSTRUCTION KEYNOTES
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.
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
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
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
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.
A212UPPER LEVEL FLOOR
PLAN
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PROJECT: Project NumberSt. Peter the Rock Chapel and Ministry Center
∆ ISSU E DATESCHEMATIC DESIGN 2018-07-30
3/16" = 1'-0"1 UPPER LEVEL FLOOR PLAN
CONSTRUCTION KEYNOTES
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
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
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.
A213ROOF LEVEL PLAN
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PROJECT: Project NumberSt. Peter the Rock Chapel and Ministry Center
3/16" = 1'-0"1 ROOF LEVEL PLAN
∆ ISSU E DATESCHEMATIC DESIGN 2018-07-30
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.
4 x 2 A.C.T. SYSTEM.
A.C.T. SYSTEM TO BE DEMOLISHED
GYP. BD. ON MTL. STUD.
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
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.
A401EXTERIOR
ELEVATIONS
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PROJECT: Project NumberSt. Peter the Rock Chapel and Ministry Center
∆ ISSU E DATESCHEMATIC DESIGN 2018-07-30
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
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