25189_PCC GO ZONE RENO_CD PHASE_07-06-2026.pdf

EXTERIOR INSULATION AND

CLKG. CAULKING

FINISH SYSTEM

EL./ELEV.

ELEC. ELECTRICAL

ELEVATION

D.F. DRINKING FOUNTAIN

EA.

E.J.

E.I.F.S.

(E)

E

DN.

DS.

DWG.

DIAG.

DIA. ∅

EXPANSION JOINT

EACH

EAST

EXISTING

DOWNSPOUT

DOWN

DRAWING

DIAGONAL

DIAMETER

DET./DTL.

CONSTR.

DEG.

CONT.

C.T.

COL.

CONN.

CONC.

C.M.U.

CLR.

CONSTRUCTION

CERAMIC TILE

CONTINUOUS

DEGREE

DETAIL

CONCRETE MASONRY UNIT

CONNECTION

COLUMN

CONCRETE

CLEAR

BD. BOARD

BTWN.

CLG.

C.J.

B.U.R.

B.W.

BLK'G.

BOT.

BM.

BLK

BLDG.

BETWEEN

BUILT UP ROOFING

CONTROL JT.

CEILING

BOTH WAYS

BLOCKING

BOTTOM

BEAM

BLOCK

BUILDING

APPROX.

AGGR.

ARCH.

AL.

ALT.

A.B.

ACT

A.F.F.

AGGREGATE

ARCHITECTURAL

APPROXIMATE

ALTERNATE

ALUMINUM

ACOUSTICAL CEILING TILE

ANCHOR BOLT

ABOVE FINISHED FLOOR

UNLESS NOTED OTHERWISE

VINYL COMPOSTION TILE

WATER CLOSET

TOP AND BOTTOM

TONGUE & GROOVE

HEIGHTHT.

HEATING, VENTILATION AND

AIR CONDITIONING

HVAC

Q.T. QUARRY TILE

CL CENTERLINE

GLASSG.L.

O.C.

HANDICAPPED

HOLLOW CORE

GYPSUM BOARD

HOLLOW METAL

H.C.

HDWE.

H.M.

HR.

HDWD.

H/C

HARDWARE

HOUR

HARDWOOD

GYP. BD.

H.B.

GR.

GYP.

HOSE BIBB

GYPSUM

GRADE

PCT.

PLAS.

PLYWD.

PR.

P.L.

P.LAM.

OPG.

OPP.

O.D.

OH.

GENERAL CONTRACTOR

FACE OF BRICK

FACE OF CONCRETE

FOOT OR FEET

GA.

GALV.

G.C.

FTG.

FURR.

GAUGE

GALVINIZED

FOOTING

FURRING

F.O.C.

F.S.

FT.

FND.

F.O.B.

FLUOR.

FULL SIZE

FOUNDATION

FLUORESCENT

NOM.

N.T.S.

NO.

N.I.C.

MUL.

N

MISC.

MTL.

M.O.

ON CENTER

PRE-CAST

PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLYWOOD

PAIR

OUTSIDE DIAMETER

OPENING

OPPOSITE

OVERHEAD

W.C.

WD.

W/O

W

W/

WOOD

WITHOUT

WEST

WITH

VERT.

VER

VCT

U.N.O.

VERTICAL

VERIFY

NOT TO SCALE

NOT IN CONTRACT

NOMINAL

NUMBER

MISCELLANEOUS

MASONRY OPENING

MULLION

NORTH

METAL

THK.

TYP.

T.O.

T & B

T & G

TER.

TOP OF

TYPICAL

THICK

TERRAZZO

SUSP.

TR

STIFF

STRUC.

STL.

TREAD

SUSPENDED

STIFFENER

STEEL

STRUCTURAL

STAINLESS STEEL

SQUARE FOOT

SPECIFICATION

ROUGH OPENING

REFRIGERATOR

NOTE: Clarify with Architect any abbreviations not listed.

FLOOR DRAIN

FIRE DEPARTMENT CONNECTION

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE HOSE CABINET

FIN.

FLR.

F.L.

F.E.C.

F.H.C.

F.F.

FINISH

FLOOR

FLOW LINE

FINSH FLOOR

F.D.C.

FDN.

F.E.

F.D.

F.A.

FOUNDATION

FIRE ALARM

MIN.

MFR.

M.H.

MAX.

MECH.

MEMB.

LAV.

LT.

LAM.

LAB.

ELECTRIC WATER COOLER

EQUALEQ.

E.W.C.

EXP.

EXT.

EQUIP.

E.W.

EXTERIOR

EXPANSION

EQUIPMENT

EACH WAY

ELEV.

ENCL.

EMER

ELEVATION

EMERGENCY

ENCLOSURE

JST.

KIT.

JAN.

JNT.

I.D.

INSUL.

INT.

SOUTHS

MECHANICAL

MANUFACTURER

MINIMUM

MANHOLE

MAXIMUM

MEMBRANE

LABORATORY

LAVATORY

LIGHT

LAMINATE

S.S.

STAGG.

STD.

SIM.

SQ. OR

SPEC.

STANDARD

STAGGERED

SIMILAR

SQUARE

SECT.

S.F.

SHT.

SCHED.

S.C.

SECTION

SHEET

SCHEDULE

SOLID CORE

JOIST

KITCHEN

JANITOR

JOINT

INSIDE DIAMETER

INSULATION

INTERIOR

REFR.

RM

R.O.

REINF.

REQ'D.

ROOM

REQUIRED

REINFORCED

R.

R.D.

RE:

RISER

REFER TO ...

ROOF DRAIN

Some abbreviations on list may not be used in project.

CENTER OF ARCHC.O.A.

SPRING POINTS.P.

SEE STRUCTURAL DRAWINGSS.S.D.

TUBE STEELT.S.

HORIZONTALHORIZ.

VIF VERIFY IN FIELD

A101

SIM

A

SECTION:

SECTION NUMBER

SHEET NUMBER

DETAIL:

DETAIL NUMBER

SHEET NUMBER

DOOR DESIGNATION

WINDOW DESIGNATION

COLUMN GRID

COLUMN LINE

CENTER LINE

CL

EXTERIOR ELEVATION:

SHEET NUMBER

ELEVATION NUMBER

A-101

INTERIOR ELEVATION:

SHEET NUMBER

ELEVATION NUMBER

A-101

ROOF SLOPE

INDICATION

X

Name Elevation

ELEVATION TAG

NORTH ARROW

4' - 7"

DIMENSION LINE

TO WALL OR

OTHER

OBJECT.

STEP CHANGE IN ELEVATION

SF-XX STOREFRONT TAG

NORTH

- EARTH

- RIGID INSULATION

- CONCRETE

- WOOD BLOCKING

- PLYWOOD/SHEATHING

- GYPSUM BOARD

- STONE VENEER - INSULATION

SITE ZONING:

SITE AREA:

OCCUPANCY GROUP:

CONSTRUCTION TYPE:

TOTAL SQUARE FOOTAGE:

N/A

B

V-B

ENROLLMENT CENTER:

STUDENT SERVICES:

TOTAL:

32.40 ACRES

1,064 S.F.

1,349 S.F.

2,413 S.F. TOTAL RENO

SITE

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

SITE VICINITY MAP PROJECT DATA

ABBREVIATIONS PROJECT DIRECTORY GENERAL NOTES:

I. APPLICABLE CODES:

2024 INTERNATIONAL EXISTING BUILDING CODE

2024 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2024 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL FUEL GAS CODE

2024 INTERNATIONAL ENERGY CONSERVATION CODE

2023 NATIONAL ELECTRIC CODE

II. GENERAL/CONTRACT REQUIREMENTS:

A. SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS

SHOWN ON DRAWINGS AT THE JOB SITE AND SHALL NOTIFY

ARCHITECT/ENGINEER OF ANY DISCREPANCIES, OMISSIONS, AND/OR

CONFLICTS BEFORE PROCEEDING WITH THE JOB.

B. ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED

WITHOUT WRITTEN AUTHORIZATION BY THE OWNER.

C. SUBCONTRACTOR MUST COMPLY WITH ALL RULES AND REGULATIONS OF

AGENCIES HAVING JURISDICTION AND SHALL CONFORM TO ALL CITY,

COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY, AND SANITARY

LAWS, CODES, STATUTES AND ORDINANCES.

D. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN

IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED.

EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE

TRADES WORKING SIMULTANEOUSLY OR FOLLOWING THEM.

E. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS

FOR A PERIOD OF AT LEAST ONE (1) YEAR FROM APPROVAL FOR FINAL

PAYMENT.

III. PROJECT LAYOUT REQUIREMENTS:

A. DO NOT SCALE DRAWINGS - DIMENSIONS GOVERN. LARGER SCALE

DRAWINGS SHALL GOVERN SMALLER SCALE DRAWINGS.

B. DIMENSIONING IS AS FOLLOWS, UNLESS OTHERWISE NOTED: CENTERLINE

OF COLUMNS

FACE OF CONCRETE

FACE OF MASONRY

EXTERIOR FACE OF STUD AT EXTERIOR WALLS

FACE OF STUD AT INTERIOR STUD WALLS

CENTER OF WINDOW AND DOOR OPENINGS

C. ALL FINISH FLOOR ELEVATIONS ARE TO TOP OF SLAB OR TOP OF

SHEATHING, U.N.O.

D. ALL STEPS SHALL HAVE 7" MAXIMUM RISERS AND 11" MINIMUM TREADS

U.N.O OR SPECIFIED DIFFERENTLY ON THE DRAWINGS.

E. ALL INTERIOR FEATURES SHOWN ARE CONCEPTUAL. VERIFY SHAPE,

HEIGHT,

F. AND DISTANCE OFF FINISH FLOOR WITH OWNER AND ARCHITECT AT

CONSTRUCTION PHASE.

A. SAFETY GLAZING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:

GLAZING IN SWINGING DOORS

GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORS

GLAZING IN DOORS AND ENCLOSURES FOR SHOWERS, BATHTUBS,

HOT TUBS, WIRLPOOLS, ETC.

GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANELS ADJACENT TO A

DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS

WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF A DOOR IN A

CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE

GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE.

GLAZING MEETING ALL OF THE FOLLOWING:

1. EXPOSED AREA, 9 S.F.

2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR

3. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE

FLOOR.

1. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY

OF THE GLAZING.

GLAZING IN GUARDRAILS AND RAILINGS.

GLAZING ADJACENT TO STAIRWAYS OR RAMPS.

IV. LIFE SAFETY REQUIREMENTS:

V. PROJECT CONSTRUCTION

REQUIREMENTS:

A. ALL FRAMED WALLS SHALL HAVE AN EXTERIOR MOISTURE BARRIER AS

FOLLOWS:

TYVEK OR EQUAL AT WOOD SIDING OR HARDI-PLANK SIDING

ONE LAYER 30# FELT AT MASONRY VENEER

TWO LAYERS 15# FELT AT STUCCO

B. ALL WINDOWS SHALL BE FLASHED ACCORDING TO THE MANUFACTURER'S

INSTRUCTIONS

C. AT MASONRY VENEER, PROVIDE FLEXIBLE MEMBRANE FLASHING AT THE

BASE OF ALL WALLS AND AT WINDOW AND DOOR HEADS. PROVIDE PVC

WEEPS AT 24 INCHES O.C. DIRECTLY ABOVE THE FLASHING.

VI. PROJECT WORKMANSHIP:

A. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE

AND IN PROPER ALIGNMENT.

B. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN

EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS

AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS AND INSTRUCTIONS.

C. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER

IS SPECIFIED. WHERE THE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE

USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATION

SUBMITTED BY THE SUBCONTRACTOR.

D. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING

REQUIRED FOR HIS WORK.

E. SUBCONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF

ACCUMULATION OF WASTE MATERIALS OR RUBBISH. PREMISES TO BE SWEPT

CLEAN DAILY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETEION

OF THE WORK, LEAVE THE JOB STE FREE OF ALL MATERIALS AND BROOM

CLEAN.

F. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE

INSTALLATION OF FLOORING OR CARPETING.

DRAWING INDEX

OWNER/CLIENT:

ARCHITECT/STRUCTURAL ENGINEER:

MEP ENGINEER:

REYNOLDS ASH + ASSOCIATES

LAUREN DAVIS

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

ARCHITECTURAL SYMBOLS

MATERIAL LEGEND

PR

IN

T D

A T

E

PROJECT NARRATIVE PROJECT ALTERNATES

STRUCTURAL ENGINEER:

REYNOLDS ASH + ASSOCIATES

TRACY REYNOLDS

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494 7/7/2026 2:23:16 PM

7/7/2026 2:23:16 PM

25189 2026-07-06

RA+A

G-101

COVER SHEET

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

PUEBLO COMMUNITY COLLEGE

STUDENT SERVICES GOZONE

33057 US HWY 160

MANCOS, CO 81328

PCC STUDENT SERVICES

RON VIGIL, SENIOR DIRECTOR OF FACILITIES

33057 US HWY 160

MANCOS, CO 81328

RON.VIGIL@PUEBLOCC.EDU

ME&E ENGINEERING

CONTACT: DUSTIN SULLIVAN

572 E 3RD AVE #A

Durango, CO (970)-385-1570

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GENERAL

G-101 COVER SHEET

G-102 CODE PLAN

DEMOLITION

EX-101 EXISTING FLOOR PLAN

EX-102 EXISTING REFLECTED CEILING PLAN

DEMOLITION

D-101 DEMOLITION FLOOR PLAN

D-102 DEMOLITION REFLECTED CEILING PLAN

STRUCTURAL

S-101 GENERAL NOTES AND DETAILS

ARCHITECTURAL

A-101 PROPOSED FLOOR PLAN

A-102 PROPOSED REFLECTED CEILING PLAN

A-103 FINISH FLOOR PLAN

A-301 INTERIOR SECTIONS

A-302 INTERIOR VIEWS

MECHANICAL

M-101 MECHANICAL PLAN

ELECTRICAL

ED-101 ELECTRICAL DEMOLITION PLAN

EL-101 ELECTRICAL LIGHTING PLAN

EP-101 ELECTRICAL POWER PLAN

E601 ELECTRICAL LEGEND, NOTES, AND SCHEDULES

THE PROPOSED PROJECT INCLUDES A RENOVATION OF THE EXISTING STUDENT SERVICES SPACE AT PUEBLO COMMUNITY COLLEGE IN MANCOS.

THE EXISTING SPACE IS 2,330 SF AND IS CURRENTLY A B OCCUPANCY. THE SPACE IS CURRENTLY USED FOR STUDENT SERVICES AND INCLUDES A SMALL BREAK AREA, FOOD PANTRY, WORKSTATIONS AND AREAS FOR STUDENTS TO STUDY OR GATHER. THE PRIMARY STUDENT SERVICES SPACE IS

LINED WITH STAFF OFFICES, STORAGE AND OTHER SUPPORT SPACES.

THE PROJECT IS A MINOR RENOVATION INCLUDING REPLACEMENT OF FLOORING, NEW PAINT, NEW FURNITURE AND THE ADDITION OF A CONFERENCE ROOM AND SMALL BREAKOUT AREA FOR STUDENTS. THE OVERALL USE OF THE SPACE DOES NOT CHANGE. THE ELECTRICAL SCOPE IS MINOR AND WILL INCLUDE PROVIDING POWER WHERE NECESSARY FOR THE NEW CONFERENCE ROOM, BRINGING POWER TO BOOTHS FOR SEATING AND ADJUSTING LIGHTING AS NECESSARY. THE MECHANICAL SCOPE IS MINOR. THE EXISTING HVAC SYSTEM WILL REMAIN AND DIFFUSERS WILL BE ADJUSTED ONLY FOR

THE NEW CONFERENCE ROOM. THERE IS NO CHANGE TO PLUMBING IN THE BUILDING.

THERE IS AN EXISTING FIRE ALARM SYSTEM. THERE IS NO CHANGE TO THE FIRE ALARM SYSTEM.

THE BUILDING IS NOT SPRINKLERED AND WILL REMAIN NON SPRINKLERED.

NEW FURNITURE WILL BE ADDED

THE PROJECT IS CONSIDERED A LEVEL 2 RENOVATION. THE NEW CONFERENCE ROOM ADDS ONE DOOR AND THE NECESSARY FRAMED PARTITIONS.

NO OTHER STRUCTURAL MODIFICATIONS ARE INCLUDED.

ADD ALTERNATE #01

REPLACE FLOORING IN STORAGE, EX-107

EXISTING FLOORING IS CARPET TILE

NEW FLOORING TO BE LVT TO MATCH GO ZONE

ADD ALTERNATE #02

REPLACE FLOORING IN VENDING, EX-104A AND LACTATION, EX-104B

EXISTING FLOORING IS 2X4 VINYL FLOORING

NEW FLOORING TO BE LVT TO MATCH GO ZONE

ADD ALTERNATE #03

SIDE LITES/HOLLOW METAL FRAMES AND GLASS THAT ARE SHOWN

IN CONFERENCE 101 AND BREAK OUT 102

HM-1, HM-2 AND HM-3 ARE ADD ALTERNATES

132 SF

CONF

794 SF

G0 ZONE

EX-101

182 SF

OFFICE

EX-102

123 SF

OFFICE

EX-103

104 SF

VENDING

EX-104A

88 SF

LACTATION

EX-104B

1000 SF

GO ZONE

EX-105

123 SF

ACADEMIC SERVICES

EX-106

123 SF

CASHIER

EX-108

120 SF

DIRECTOR OF ACADEMIC SERVICES

EX-109

280 SF

STORAGE

EX-107

284 SF

STUDENT PANTRY

EX-110

EX-06

EX-08

EX-09

EX-05A

EX-07

EX-03

EX-02

EX-01

73 SF

BREAK-OUT ROOM

36' TRAVEL

' T

RA

VE

L

50' TRAVEL

1747 SF @ 15 SF/OCC = 117 OCC

123 SF @ 150 SF/OCC = 1 OCC

123 SF @ 150 SF/OCC = 1 OCC

123 SF @ 150 SF/OCC = 1 OCC

123 SF @ 150 SF/OCC = 1 OCC

182 SF @ 150 SF/OCC = 2 OCC

261 SF @ 300 SF/OCC = 1 OCC

186 SF @ 150 SF/OCC = 2 OCC

134 SF @ 15 SF/OCC = 9 OCC

67 SF @ 15 SF/OCC = 5 OCC

TOTAL OCC. = 140

EXIT TO EXT. PARKING LOT

EXIT

MAIN BUILDING CORRIDOR

BUILDING EXTERIOR

BUILDING EXTERIOR

FEC

EXIST. RESTROOM EXIST. RESTROOM

EXIT

AED

EXIT TO ADDITIONAL EXIT

APPLICABLE CODES:

2024 INTERNATIONAL BUILDING CODE

2024 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2024 INTERNATIONAL FIRE CODE

NFPA (AS ADOPTED BY THE COLORADO STATE

ELECTRICAL BOARD EFFECTIVE AUGUST 1, 2024)

2021 INTERNATIONAL FUEL GAS CODE

2024 INTERNATIONAL ENERGY CONSERVATION CODE

2023 NATIONAL ELECTRIC CODE

ANSI ICC A117.1-CURRENT ADDITION

OCCUPANCY GROUPS:

B - BUSINESS

A - ASSEMBLY

CONSTRUCTION TYPE:

V-B

SPRINKLERED:

NO

IEBC:

LEVEL 2 RENOVATION

PRIMARILY REPLACEMENT OF FINISHES, NEW

FURNITURE AND ONE NEW CONFERENCE ROOM WITH

ONE NEW ADDED DOOR AND ASSOCIATED WALLS

BUILDING AREAS OCCUPANT LOAD: (TABLE 1004.1.2)

SEE PLAN FOR SPECIFIC AREAS

OCCUPANTS IN AREA OF RENOVATION = 145

70 MALE/70 FEMALE

MEANS OF EGRESS:

TWO EXITS ARE REQUIRED PER TABLE (1006.2.1) AND

TWO EXITS ARE PROVIDED.

MINOR ADJUSTMENTS TO ELECTRICAL AND

MECHANICAL

NO PLUMBING WORK INCLUDED IN PROJECT SCOPE.

NO CHANGE OF USE

NO CHANGES TO USE SAFETY FEATURES

EXIST. BUILDING

ADA

ADA

ADA

ADA

ADA

SCOPE OF WORK

EXIT

EXIT

DRIVE TO HWY 160 SOUTH PARKING

WEST PARKING

NORTH PARKING

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

IN

T D

A T

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7/7/2026 2:23:32 PM

7/7/2026 2:23:32 PM

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25189 2026-07-06

RA+A

G-102

CODE PLAN

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

1/4" = 1'-0" G-102

BMAIN LEVEL CODE PLAN

1 1/2" = 1'-0" G-102

ASITE PLAN

EX-08

EX-06

SF-01A

EX-07

EX-09

EX-05A

EX-03

EX-02

EX-01

DEMO FLOORING

DEMO FLOORING

ADD ALT #1

ADD ALT #2 ADD ALT #2

7 7

1"

/8

1/ 8"

/4

/8

/8

/4

10' - 10 3/4" 3' - 2 5/8" 27' - 5 1/4" 17' - 6 3/8"

59' - 1"

123 SF

OFFICE

EX-103

182 SF

OFFICE

EX-102

123 SF

ACADEMIC SERVICES

EX-106

123 SF

CASHIER

EX-108

120 SF

DIRECTOR OF ACADEMIC SERVICES

EX-109

280 SF

STORAGE

EX-107

104 SF

VENDING

EX-104A

88 SF

LACTATION

EX-104B

794 SF

G0 ZONE

EX-101

142 SF

WOMEN'S RR

131 SF

MEN'S RR

1000 SF

GO ZONE

EX-105

284 SF

STUDENT PANTRY

EX-110

719 SF

CORRIDOR

DEMOLITION GENERAL NOTES:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION

WORK REQUIRED TO COMPLETE THE TENANT IMPROVEMENTS OF THE PCC

STUDENT SERVICES.

B. THE REQUIRED DEMOLITION WORK AS INDICATED WILL BE PERFORMED

AS DIRECTED BY THE CONTRACTOR.

C. VERIFY EXISTING CONDITIONS, COMPARE WITH THESE PLANS. REPORT

ANY INCONSISTENCIES OR OMISSIONS TO THE OWNER + THE ARCHITECT.

D. NOTIFY THE OWNER DURING DEMOLITION IF ANY ADDITIONAL

CONDITIONS OR DISREPAIR OR DECAY ARE UNCOVERED.

E. IF CONCEALED OR UNKNOWN CONDITIONS ARE UNCOVERED AND ARE AT

A VARIANCE WITH CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS OR

OF AN UNUSUAL NATURE NOT ORDINARILY ENCOUNTERED IN WORK OF THIS

KIND, NOTICE MUST BE GIVEN BEFORE PROCEEDING WITH ADDITIONAL

WORK. NO CLAIM FOR ADDITIONAL COST OR TIME EXTENSION WILL BE

ALLOWED WITHOUT PROPER NOTICE, PRIOR DETERMINATION OF COST OR

TIME, AND AUTHORIZATION TO PROCEED.

F. ALL MATERIAL SALVAGED FROM THE PROJECT SHALL BECOME

PROPERTY OF PCC STUDENT SERVICES AND SHALL BE CAREFULLY

REMOVED, PROTECTED, AND TURNED OVER TO THE OWNER'S

REPRESENTATIVE.

G. ALL MATERIAL REMOVED UNDER THIS CONTRACT WHICH IS NOT

SALVAGED, RE-USED, OR RETAINED BY THE OWNER AS NOTED ON THE

DRAWINGS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE

PROMPTLY REMOVED FROM THE SITE.

H. ALL MATERIAL DISPOSAL COSTS SHALL BE INCLUDED AS PART OF THE

BASE BID OF WORK.

I. COORDINATE SEQUENCING OF CONSTRUCTION AND DEMOLITION

ACTIVITIES TO MINIMIZE DISTURBANCE.

DEMOLITION LEGEND:

BOUNDARY FOR SCOPE OF WORK

NOT IN SCOPE

DEMO EXISTING CASEWORK AND OPENINGS

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

IN

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7/7/2026 2:22:35 PM

7/7/2026 2:22:35 PM

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25189 2026-07-06

RA+A

D-101

DEMOLITION FLOOR PLAN

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

1/4" = 1'-0"

DEMOLITION PLAN

NORTH

APPROXIMATE CONDITIONED SQUARE FOOTAGE

ENROLLMENT CENTER SQUARE FOOTAGE 1064 SF

STUDENT SERVICES SQUARE FOOTAGE 1349 SF

TOTAL FINISHED 2413 SF

DEMOLITION FLOOR PLAN KEYNOTES

1 DEMO EXISTING STOREFRONT DOOR AND WINDOW SYSTEM

2 REMOVE EXISTING DESK AND CASEWORK

3 DEMO SLAT WALL

4 REMOVE RADIATOR

5 REMOVE FLOOR VENT

6 EXISTING TO REMAIN

7 EXISTING VENDING MACHINE TO REMAIN

GO ZONE

EX-105

G0 ZONE

EX-101

OFFICE

EX-103

OFFICE

EX-102

VENDING

EX-104A

LACTATION

EX-104B

STORAGE

EX-107

STUDENT PANTRY

EX-110

CASHIER

EX-108

DIRECTOR OF ACADEMIC SERVICES

EX-109

ACADEMIC SERVICES

EX-106

DEMOLITION GENERAL NOTES:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION

WORK REQUIRED TO COMPLETE THE TENANT IMPROVEMENTS OF THE PCC

STUDENT SERVICES.

B. THE REQUIRED DEMOLITION WORK AS INDICATED WILL BE PERFORMED

AS DIRECTED BY THE CONTRACTOR.

C. VERIFY EXISTING CONDITIONS, COMPARE WITH THESE PLANS. REPORT

ANY INCONSISTENCIES OR OMISSIONS TO THE OWNER + THE ARCHITECT.

D. NOTIFY THE OWNER DURING DEMOLITION IF ANY ADDITIONAL

CONDITIONS OR DISREPAIR OR DECAY ARE UNCOVERED.

E. IF CONCEALED OR UNKNOWN CONDITIONS ARE UNCOVERED AND ARE AT

A VARIANCE WITH CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS OR

OF AN UNUSUAL NATURE NOT ORDINARILY ENCOUNTERED IN WORK OF THIS

KIND, NOTICE MUST BE GIVEN BEFORE PROCEEDING WITH ADDITIONAL

WORK. NO CLAIM FOR ADDITIONAL COST OR TIME EXTENSION WILL BE

ALLOWED WITHOUT PROPER NOTICE, PRIOR DETERMINATION OF COST OR

TIME, AND AUTHORIZATION TO PROCEED.

F. ALL MATERIAL SALVAGED FROM THE PROJECT SHALL BECOME

PROPERTY OF PCC STUDENT SERVICES AND SHALL BE CAREFULLY

REMOVED, PROTECTED, AND TURNED OVER TO THE OWNER'S

REPRESENTATIVE.

G. ALL MATERIAL REMOVED UNDER THIS CONTRACT WHICH IS NOT

SALVAGED, RE-USED, OR RETAINED BY THE OWNER AS NOTED ON THE

DRAWINGS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND BE

PROMPTLY REMOVED FROM THE SITE.

H. ALL MATERIAL DISPOSAL COSTS SHALL BE INCLUDED AS PART OF THE

BASE BID OF WORK.

I. COORDINATE SEQUENCING OF CONSTRUCTION AND DEMOLITION

ACTIVITIES TO MINIMIZE DISTURBANCE.

DEMOLITION LEGEND:

BOUNDARY FOR SCOPE OF WORK

NOT IN SCOPE

DEMO EXISTING CASEWORK AND OPENINGS

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

IN

T D

A T

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7/7/2026 2:22:52 PM

7/7/2026 2:22:52 PM

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25189 2026-07-06

RA+A

D-102

DEMOLITION REFLECTED

CEILING PLAN

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

1/4" = 1'-0"

DEMOLITION REFLECTIVE

CEILING PLAN

NORTH

1.

2.

1.

2.

3.

4.

5.

6.

7.

8.

9.

STRUCTURAL DESIGN CRITERIA: 33057 US HWY 160, MANCOS, CO 81328

CODES: 2024 IBC, ASCE 7-22

DESIGN LIVE LOADS:

FLOOR - LIVE LOAD: 100 PSF (MINIMUM)

- DEAD LOAD: 20 PSF

GENERAL CONSTRUCTION NOTES:

VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL.

SEE ARCHITECTURAL FOR EXACT DIMENSIONS FOR OPENINGS IN WALLS,

ROOF AND FLOOR SYSTEMS.

VERIFY ALL MECHANICAL OPENING SIZES AND LOCATIONS WITH

MECHANICAL CONTRACTOR.

NO PIPES, SLEEVES, ETC. SHALL PASS THROUGH BEAMS OR COLUMNS

UNLESS INDICATED ON PLAN.

CONTRACTOR SHALL DESIGN, PROVIDE AND MAINTAIN TEMPORARY

BRACING, SHORING, GUYING, ETC. AND OTHER METHODS AS REQUIRED TO

PREVENT EXCESSIVE LOADING AND TO STABILIZE STRUCTURAL ELEMENTS

DURING CONSTRUCTION. THESE METHODS SHALL REMAIN IN PLACE UNTIL

ALL MEMBERS AND FINAL CONNECTIONS HAVE BEEN COMPLETED.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION

SEQUENCING AND SAFETY PROVISIONS.

TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAIL CUT IS

REFERENCED.

THE STRUCTURAL PLANS SHOW PRINCIPAL FRAMING MEMBERS ONLY;

CONTRACTOR SHALL PROVIDE FOR ALL FRAMING AND SUPPORTS

NECESSARY TO RESIST LATERAL AND VERTICAL LOADS, AS WELL AS

CONNECTIONS OF THESE MEMBERS.

THE GENERAL CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES,

STRUCTURES AND UTILITY LINES FROM DAMAGE DURING CONSTRUCTION.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

WOOD CONSTRUCTION:

ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC

"AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, AND THE

"NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION", AND THE

MOST CURRENT ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE.

ALL MEMBER SIZES ARE TO BE AS SHOWN ON DRAWINGS AND PROVIDE

THE FOLLOWING MINIMUM PROPERTIES:

MEMBER SPECIES FB (PSI) E (PSI)

HEADERS:

2X HF#2 OR BETTER 850(MIN.) 1,300,000

POSTS:

4X HF#2 OR BETTER 575(MIN.) 1,100,000

6X DF#1 1,200(MIN.) 1,600,000

BEAMS:

4X HF#2 OR BETTER 850(MIN.) 1,300,000

6X DF#1 1,350(MIN.) 1,600,000

JOISTS:

2X6 THRU 2X10 HF#2 OR BETTER 850(MIN.) 1,300,000

2X12 DF#2 900(MIN.) 1,400,000

STUDS:

2X4 & 2X6 HF STUD/ BETTER 675(MIN.) 1,200,000

2X4/2X6- OVER 96" HF#2 OR BETTER 700(MIN.) 1,400,000

OTHER:

SILL PLATES HF CONST. GRADE 975(MIN.) 1,300,000

OR HF#2

LOG POSTS, COLUMNS, BEAMS, ETC. LODGEPOLE PINE (STANDING DEAD &

DRIED MIN. 3 YEARS). SPECIFIED DIAMETER IS THE MIN. AT ANY POINT.

ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE

PRESSURE TREATED.

ALL BOLTS FOR BOLTED CONNECTIONS SHALL CONFORM TO ASTM A307.

USE WASHERS BETWEEN WOOD AND BOLT HEADS AND NUTS.

ALL METAL WOOD CONNECTORS SHALL BE AS MANUFACTURED BY

SIMPSON STRONG TIE CO. (OR APPROVED EQUAL) AND SHALL BE

GALVANIZED.

ALL JOISTS SHALL BE LATERALLY SUPPORTED AT ENDS BY SOLID

BLOCKING.

ALL EXTERIOR AND BEARING WALLS SHALL BE FRAMED OF 2X6'S @ 16"

O.C. WHERE WALL SUPPORTS PREFABRICATED ROOF TRUSSES, FRAME

WALL SO THAT EVERY OTHER TRUSS FALLS DIRECTLY OVER A STUD.

UNLESS NOTED OTHERWISE ON PLANS, PROVIDE THE FOLLOWING NUMBER

OF JACK/TRIMMER STUDS AT EA. SIDE OF BEARING WALL OPENINGS,

BASED ON THE MAXIMUM HEADER SPAN:

UP TO 3' - 6": 1 STUDS

3' - 6" TO 8' - 0": 2 STUDS

8' - 0" TO 14' - 0": 3 STUDS

UNLESS NOTED OTHERWISE ON PLANS, PROVIDE THE FOLLOWING NUMBER

OF FULL-HEIGHT STUDS AT EACH SIDE OF EXTERIOR WALL OPENINGS,

BASED ON THE MAXIMUM HEADER SPAN:

UP TO 4' - 0": 1 STUDS

4' - 0" TO 8' - 0": 2 STUDS

8' - 0" TO 14' - 0": 3 STUDS

14' - 0" TO 18' - 0": 4 STUDS

WHERE BEAMS OR COLUMNS ARE FORMED OF 2 OR MORE MEMBERS THEY

SHALL BE FULL LENGTH AND FASTENED TOGETHER PER THE

INTERNATIONAL BUILDING CODE.

WALL SHEATHING SHALL BE 7/16" OSB, MINIMUM SPAN RATING 24/16.

FASTEN WITH 8D GALVANIZED BOX NAILS AT 6" O.C. MAXIMUM AT ALL

PANEL EDGES. SPACE NAILS AT 12" O.C. MAXIMUM ALONG INTERMEDIATE

FRAMING. WHERE SHEAR WALLS ARE INDICATED, BLOCK ALL PANEL

EDGES.

ROOF SHEATHING SHALL BE 5/8" OSB, MINIMUM SPAN RATING 40/20,

FASTEN WITH 8D NAILS AT 6" O.C. MAXIMUM AT ALL SUPPORTED EDGES.

SPACE NAILS 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS.

FLOOR AND FLAT ROOF SHEATHING SHALL BE 3/4" TONGUE AND GROOVE

OSB SHEATHING, MINIMUM SPAN RATING 24 OC. APA STURD-I-FLOOR

FASTEN WITH 10D NAILS AT 4" O.C. AT BOUNDARY AND 6" O.C. MAXIMUM AT

ALL SUPPORTED EDGES AND 12" O.C. ALONG INTERMEDIATE FRAMING

MEMBERS. PANEL LAYOUT SHALL BE CASE 1 WITH SHEETS PERPENDICULAR

TO FRAMING WITH ALL JOINTS BLOCKED.

NAILING SCHEDULE (COMMON, UNLESS OTHERWISE NOTED):

CONNECTION:

JOIST TO SILL OR GIRDER, TOENAIL

BRIDGING TO JOIST, TOENAIL EACH END

SOLE PLATE TO JOIST/BLOCKING, (TYP.) FACE NAIL

TOP OR BOTT. PLATE TO STUD, END NAIL/TOE NAIL

STUD TO STUD (NON-BRACED WALL), FACE NAIL

STUD TO STUD (BRACED WALL), FACE NAIL

DOUBLE TOP PLATES, (TYP.) FACE NAIL

DOUBLE TOP PLATES, LAP SPLICE

BLOCKING B/W JSTS/RAFTERS TO TOP PLATE, TOENAIL

RIM JOIST TO TOP PLATE, TOENAIL

TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL

CONTINUOUS HEADER, TWO PIECES

CEILING JOISTS TO TOP PLATE, TOENAIL

CONTINUOUS HEADER TO STUD, TOENAIL

CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL

CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL

RAFTER TO PLATE, TOENAIL

BUILT-UP CORNER STUDS

SUBFLOOR

WALL SHEATHING

BCI AND VERSA-LAM JOIST AND BEAM PRODUCTS:

A. LPI, TJI OR OTHER MANUFACTURER MAY BE SUBSTITUTED FOR BCI

PRODUCTS.

B. ALL JOISTS SHALL BE SHIPPED, HANDLED AND INSTALLED AS

DIRECTED BY THE JOIST MANUFACTURER.

C. THE JOIST MANUFACTURER SHALL PROVIDE ALL REQUIRED

HANGERS, SHAPED BEARING PLATES AND PRECUT BLOCKING

REQUIRED FOR A COMPLETE INSTALLATION.

D. JOISTS SHALL RUN CONTINUOUS OVER INTERMEDIATE SUPPORTS.

GLUE-LAMINATED MEMBERS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH AITC SPECIFICATIONS. ALL GLUE-LAMS SHALL BE WEST

COAST DF, EXTERIOR GLUE, ARCHITECTURAL APPEARANCE GRADE, 24F-

V4 OR BETTER.

INTERIOR TIMBER BEAM MEMBERS SHALL BE DOUGLAS FIR #1 TIMBER

BEAM MEMBERS. EXTERIOR TIMBER BEAM MEMBERS SHALL BE WESTERN

CEDAR, SELECT STRUCTURAL, ROUGH-SAWN, UNLESS OTHERWISE NOTED

ON DRAWINGS.

WHERE STEEL FASTENERS ARE IN CONTACT WITH PRESSURE TREATED

LUMBER, HOT DIP GALVANIZED OR OTHER CORROSION PROTECTION

SHALL BE PROVIDED. THIS INCLUDES NAILS, BOLTS OR OTHER

FASTENERS.

NAILING:

3-8D

2-10D 16D @ 16" O.C.

2-16D/3-16D 16D @ 24" O.C.

16D @ 16" O.C.

16D @ 16" O.C.

8-16D 3-8D

8D @ 6" O.C.

2-16D

16D @ 16" O.C. EA. EDGE

3-8D 4-8D

3-16D 3-16D 3-10D

16D BOX @ 12" O.C.

10D @ 6" O.C. EDGES, 12" O.C. FIELD

8D @ 6" O.C. EDGES, 12" O.C. FIELD

FULL-HEIGHT BLOCKING BOTH

SIDES OF END DBL. STUD

EXIST. FLOOR JOISTS TO REMAIN,

V.I.F. LOCATION AND DIRECTION

EXIST. FLOOR

SHEATHING TO REMAIN

DBL. STUD @ END OF PONY WALL2x PONY WALL FRAMING

2x SILL PLATE, FASTEN TO BLOCKING w/ (2)

THRULOK FASTENERS @

4" O.C.

2x BLOCKING TO MATCH

SILL PLATE

CUT EXIST. SHEATHING @ DBL.

END STUD, EXTEND STUD TO

B.O. JOISTS

(4) 16d NAILS BLOCKING TO DBL. STUD, EA. SIDE (2) 16d NAILS @ EA. SIDE

OF BLOCKING (TYP.)

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

ALL PRODUCTS NOTED MAY BE SUBSTITUTED WITH EQUAL PRODUCTS BY

TRUS-JOIST, BOISE CASCATE, INTERNATIONAL PAPER, OR LOUISIANA

PACIFIC, OR ROSEBURG.

ALL STRUCTURAL COMPOSITE MEMBERS (LVL, PSL, ETC...) SHALL BE

GRADED AS 24F-1.8E OR BETTER.

ALL GLULAM BEAMS ARE TO BE 20F-V12 RATED (ALASKAN YELLOW) AND

ARCHITECTURAL APPEARANCE GRADE UNLESS OTHERWISE NOTED.

ROOF TRUSSES AND CORRESPONDING HANGERS SHALL BE SIZED BY

TRUSS MANUFACTURER. SEE GENERAL NOTES ON S-101.

POSTS SHALL CARRY DOWN TO THE FOUNDATION.

ALL HEADERS IN BEARING, EXTERIOR AND PARTITION WALLS NOT

OTHERWISE NOTED SHALL BE (2) 2X8'S.

WHERE BEAMS/HEADERS ARE NOTED AS "FLUSH", PLACE TOP OF BEAM

FLUSH WITH TOP OF JOISTS, AND HANG JOISTS FROM BEAM WHERE

APPLICABLE.

FRAMING PLAN ELEVATIONS ARE TO TOP OF BEAM UNLESS OTHERWISE

NOTED.

SEE GENERAL NOTES ON S-101 FOR SHEATHING CONNECTION

REQUIREMENTS.

STUDS THAT EXCEED 13' HEIGHT SHALL BE STRUCTURAL COMPOSITE

STUDS.

GENERAL FRAMING NOTES:

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 100

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 120

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

PRINT DATE:

REVISIONS:

7/6/2026 1:14:15 PM

7/6/2026 1:14:15 PM

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26054 2026-07-06

RHC

S-101

GENERAL NOTES AND

DETAILS

S-101

2026-07-06 - 100% CD

SCALE: 3/4" = 1'-0" S-101

BPONY WALL END CONN.

A. HEATING SYSTEM IS EXISTING TO REMAIN. REFER TO MECHANICAL

FOR UPDATED LAYOUT AND ANY MODIFICATIONS REQUIRED.

B. NO CHANGES TO PLUMBING SYSTEMS.

C. REFER TO ELECTRICAL DRAWINGS FOR UPDATES TO SPACE.

D. COORDINATE LOW VOLTAGE/ DATA WIRING WITH OWNER. ALL LOW

VOLTAGE WIRING IS BY OWNER.

E. INTERIOR GYPSUM BOARD TEXTURE TO BE HEAVY ORANGE PEEL TO

MATCH EXISTING.

F. LOCATE ALL DOORS 5" FROM FACE OF JAMB TO ADJACENT

WALL, UNLESS NOTED OTHERWISE.

G. HM-1, HM-2 AND HM-3 ARE TO BE ADD ALTERNATES

GENERAL FLOOR PLAN NOTES

WALL TYPE LEGEND

NEW INTERIOR WALL:

2x4 WOOD STUDS @ 16" O.C.

UNFACED SOUND BATT INSULATION

5/8" GYPSUM BOARD EA. SIDE

A A-301

132 SF

CONF

794 SF

G0 ZONE

EX-101

182 SF

OFFICE

EX-102

123 SF

OFFICE

EX-103

104 SF

VENDING

EX-104A

88 SF

LACTATION

EX-104B

1000 SF

GO ZONE

EX-105

123 SF

ACADEMIC SERVICES

EX-106

123 SF

CASHIER

EX-108

120 SF

DIRECTOR OF ACADEMIC SERVICES

EX-109

280 SF

STORAGE

EX-107

284 SF

STUDENT PANTRY

EX-110

SF-01A

EX-06

EX-08

EX-09

EX-05A

EX-07

EX-03

EX-02

EX-01

1 1 1

B A-301

A-301

C

6' - 3"

6' - 3"

73 SF

BREAK-OUT ROOM

7'

2" 12

D A-301

7' - 2"

ADD ALTERNATE #

ADD ALTERNATE #

D A-302

C A-302

F A-302

E A-302

WA-1

WA-1

WA-2

WA-2

WA-1

HM3

HM2

HM1

5'

1/ 2"

23' - 0 1/2" 17' - 4 1/2"

3' - 9 1/2"

9' - 7 7/8"

/4

6'

1' - 7"

34" A.F.F.

3'

/8

3' - 7 7/8"

6'

3' - 2"

7'

/8

EXISTING LEGEND:

BOUNDARY FOR SCOPE OF WORK

NOT IN SCOPE

HM-1

1. ALL DOOR UNITS TO BE INSTALLED PRIOR TO DRYWALL FINISH AND

PROTECTED TO ALLOW FOR RADIUS RETURN - NO CASING DETAIL.

UNITS TO BE HUNG WITH DOORS IN PLACE, THEN REMOVED AND

STORED IN ANOTHER LOCATION TO INSURE NO DAMAGE TO FINISH

UNITS. OWNER TO FURNISH SPECIFICATIONS FOR DOOR HARDWARE

TYPE & FINISH.

2. ALL OFFICE DOORS TO HAVE OFFICE LOCKS

DOOR GENERAL NOTES

HOLLOW METAL FRAME AT OFFICE

HOLLOW CORE METAL DOOR

(MATCH EX. DOOR VENEER)

8'

3' - 0" 3' - 0"

HM-2 HM-3

7' - 10"6' - 0"

8'

2'

0"

2' - 9" 2' - 9" EQ EQ EQ

6' - 6"

ALL WINDOWS ARE

ADD ALT #3

2 2 2

1 1 1 1 1

FLOOR

PLAN

CEILING

2X4 WOOD STUD, SPACED

16" O.C., SEE STRUCTURAL

5/8" GYPSUM CEILING

5/8" GYPSUM WALL BOARD,

EACH SIDE

ACOUSTIC SEALANT

ACOUSTIC SEALANT

FLOOR

PLAN

T.O. WALL

2X4 WOOD STUD, SPACED

16" O.C., SEE STRUCTURAL

5/8" GYPSUM CEILING

5/8" GYPSUM WALL BOARD,

EACH SIDE

ACOUSTIC SEALANT

ACOUSTIC SEALANT

106' - 0"

GLASS SCHEDULE

MARK TYPE NOTE: SAFETY GLASS MUST BE USED IN THE FOLLOWING LOCATIONS PER IBC REQUIREMENTS:

1/4" ANNEALED GLASS (INT.)

1/4" FULLY TEMPERED (INT.)

SAFETY GLAZING REQUIREMENTS:

A. SAFETY GLAZING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:

GLAZING IN SWINGING DOORS

GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOORS

GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF A DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE

THE WALKING SURFACE.

GLAZING MEETING ALL OF THE FOLLOWING:

1. EXPOSED AREA, 9 S.F.

2. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR

3. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.

4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING.

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

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7/7/2026 2:24:11 PM

7/7/2026 2:24:11 PM

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25189 2026-07-06

RA+A

A-101

PROPOSED FLOOR PLAN

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

1/4" = 1'-0"

PROPOSED MAIN LEVEL

NORTH

PROPOSED FLOOR PLAN KEYNOTES

1 NEW STUDY BOOTHS, 4 SEATER FOR GROUPS

2 EXISTING DOUBLE-DOOR ENTRY TO STUDENT SERVICES

3 EXISTING F.E.C. TO REMAIN

4 NEW OFFICE FOR ACADEMIC SERVICES

6 POOL TABLE

8 BOOTH

9 PHOTO ID WALL

10 NEW COFFEE BAR

11 NEW WHITEBOARD WALL

12 GROUP SEATING AREA, SEE FINISH PLAN

13 EXISTING COPIER MACHINE

15 NEW FRONT DESK

16 EXISTING FIRE EXTINGUISHER AND AED

18 EXISTING DISPLAY CASE RELOCATED PER PLAN

1/4" = 1'-0"

DOOR TYPES

DOOR SCHEDULE

MARK WIDTH HEIGHT DOOR TYPE DOOR FINISH FRAME TYPE FRAME FINISH FIRE RATING COMMENTS

2' - 11 1/2" 6' - 11 1/2"

101 3' - 0" 8' - 0" FLUSH WOOD VENEER HM PNT NA

103 2' - 11 1/2" 6' - 11 1/2"

1 1/2" = 1'-0"

INT. WALL ASSEMBLY

WA-1

1 1/2" = 1'-0"

HALF WALL ASSEMBLY

WA-2

REFER TO STRUCTURAL FOR FRAMING INFORMATION

REFER TO STRUCTURAL FOR FRAMING INFORMATION

A A-301

B A-301

GO ZONE

EX-105

CASHIER

EX-108

DIRECTOR OF ACADEMIC SERVICES

EX-109

ACADEMIC SERVICES

EX-106

OFFICE

EX-103

OFFICE

EX-102

G0 ZONE

EX-101

CONF

VENDING

EX-104A

LACTATION

EX-104B

STORAGE

EX-107

STUDENT PANTRY

EX-110

3 3 3

12' - 2"

BREAK-OUT ROOM

12' - 2"

9' - 0"

D A-301

D A-302

C A-302

10' - 6"

10' - 2"

F A-302

E A-302

PATCH/TOUCH UP CEILING

ALUM CLOUD EDGE TRIM, TYP.,

EXTEND DUCT

DOWN TO NEW LAY

IN CEILING

9'

6"

5'

23' - 0"

2' - 8" 2' - 8"4' - 0"

1'

3/

8" 1'

3/ 8"

/2

15' - 1 7/8"

7'

5/

8"

3/

8"

11' - 3 5/8" 8' - 0" 10' - 11 3/8"

6'

/4

3' - 6 1/2"

2' - 11 1/8"

5'

/4

A. HEATING SYSTEM IS EXISTING TO REMAIN. REFER TO MECHANICAL

FOR UPDATED LAYOUT AND ANY MODIFICATIONS REQUIRED.

B. NO CHANGES TO PLUMBING SYSTEMS.

C. REFER TO ELECTRICAL DRAWINGS FOR UPDATES TO SPACE.

D. COORDINATE LOW VOLTAGE/ DATA WIRING WITH OWNER. ALL LOW

VOLTAGE WIRING IS BY OWNER.

E. INTERIOR GYPSUM BOARD TEXTURE TO BE HEAVY ORANGE PEEL TO

MATCH EXISTING.

F. LOCATE ALL DOORS 5" FROM FACE OF JAMB TO ADJACENT

WALL, UNLESS NOTED OTHERWISE.

G. HM-1, HM-2 AND HM-3 ARE TO BE ADD ALTERNATES

GENERAL FLOOR PLAN NOTES

WALL TYPE LEGEND

NEW INTERIOR WALL:

2x4 WOOD STUDS @ 16" O.C.

UNFACED SOUND BATT INSULATION

5/8" GYPSUM BOARD EA. SIDE

EXISTING LEGEND:

BOUNDARY FOR SCOPE OF WORK

NOT IN SCOPE

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

IN

T D

A T

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7/7/2026 2:21:20 PM

7/7/2026 2:21:20 PM

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25189 2026-07-06

RA+A

A-102

PROPOSED REFLECTED

CEILING PLAN

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

1/4" = 1'-0"

PROPOSED REFLECTIVE

CEILING PLAN

PROPOSED REFLECTED CEILING PLAN KEYNOTES

1 NEW 2X4 TILE CEILING

2 NEW 1X4 LIGHT

3 NEW LINEAR PENDANT LIGHTING OVER BOOTHS

4 NEW CEILING-HUNG, WOOD SLAT CEILING CLOUD

5 SUSPENDED LINEAR LIGHTS

NORTH

132 SF

CONF

794 SF

G0 ZONE

EX-101

182 SF

OFFICE

EX-102

123 SF

OFFICE

EX-103

104 SF

VENDING

EX-104A

88 SF

LACTATION

EX-104B

1000 SF

GO ZONE

EX-105

123 SF

ACADEMIC SERVICES

EX-106

123 SF

CASHIER

EX-108

120 SF

DIRECTOR OF ACADEMIC SERVICES

EX-109

280 SF

STORAGE

EX-107

284 SF

STUDENT PANTRY

EX-110

EXISTING LVT AND BASE

TO REMAIN IN THIS AREA

LVT

BOUNDARY OF WORK

NEW LVT AND BLACK

WALL BASE AS SPECIFIED

73 SF

BREAK-OUT ROOM

NEW LVT AS

SPECIFIED

NEW LVT AS SPECIFIED

ADD ALTERNATE #1

NEW LVT AND WALL BASE

AS SPECIFIED

ADD ALTERNATE #2

PATCH WALLS WHERE

SHIPLAP PANELING WAS

AND PROVIDE NEW

ORANGE PEEL FINISH

REPAINT, TYP.

PATCH WALLS WHERE

SHIPLAP PANELING WAS

AND PROVIDE NEW

ORANGE PEEL FINISH

REPAINT, TYP.

NEW ACCENT LVT

CENTER ON RECEPTION

DESK

5' - 7 7/8"

8'

6'

PATCH WALLS WHERE

SHIPLAP PANELING WAS

AND PROVIDE NEW

ORANGE PEEL FINISH

REPAINT, TYP.

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

ACCENT WALL P-3

ACCENT WALL

P-2

ACCENT WALL

P-3

ACCENT WALL P-2ACCENT WALL P-2

ACCENT WALL P-2

NEW ACCENT LVT

CENTER ON RECEPTION

DESK

30' - 3"

10' - 6 1/8"

23' - 0 1/2"

30' - 3"

6' - 3" 10' - 0" 3' - 1"

/8

ACCENT WALL P-3

ACCENT WALL P-3

FLOOR FINISH LEGEND:

LVT - WOOD LOOK

GENERAL NOTES - FINISH PLAN:

1. DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS OTHERWISE NOTED.

2. MATCH EXISTING DRYWALL TEXTURE.

3. ALL FINISHES TO MATCH PCC STUDENT SERVICES WHERE POSSIBLE

CONTRACTOR TO COORDINATE WITH OWNER ON FINAL SELECTIONS.

4. PROVIDE BACKING AT WALLS WHERE SHELVING, WALL MOUNTED

EQUIPMENT, AND CASEWORK IS SHOWN.

5. PROVIDE SHOP DRAWINGS OF CASEWORK FOR OWNER/ARCHITECT TO

REVIEW.

6. ALL MECHANICAL GRILLES TO MATCH EXISTING.

7. TRANSITIONS OF MATERIALS TO INCLUDE A RESILIENT TRANSITION STRIP.

8. PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS OF DRYWALL

WALLS.

9. FURNISHINGS & EQUIPMENT TO BE OWNER PROVIDED, CONTRACTOR

INSTALLED. EQUIPMENT SHOWN FOR REFERENCE AND SUBJECT TO CHANGE.

FINISH PLAN - SPECIFICATIONS + NOTES:

FLOORS

LVT - FORMS, STYLE PARADOX COLLECTION,

SIZE 4" X 36", WEAR LAYER 30 MIL WITH CERAMIC BEAD FINISH

PATTERN NO 71169WW

LVT ACCENT - MANNINGTON PRISM COLOR ANCHOR

COLOR PEANUT SHELL, C113

CEILINGS

CERTAINTEED - DECOUSTICS ACT TILE SUSPENDED GRID SYSTEM (OR EQUAL)

2X4 GRID SYSTEM, WHITE

PAINT

P1 - FIELD COLOR, SW CRUSHED ICE

P2 - ACCENT #1, SW TBD

P3 - ACCENT #2 SW TBD

P4 - ACCENT #3 SW IRON ORE

ALL PAINT TO BE LOW LUSTER

WALL TEXTURE TO BE HEAVY ORANGE PEEL (MATCH EXISTING)

BASE

RESILIENT BASE, JOHNSONNITE (OR EQUAL), COLOR BLACK

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

IN

T D

A T

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7/7/2026 3:30:39 PM

7/7/2026 3:30:39 PM

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25189 2026-07-06

RA+A

A-103

FINISH FLOOR PLAN

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

1/4" = 1'-0"

ROOM FINISH PLAN

NORTH

ROOM FINISH SCHEDULE

NO. NAME FLOOR FINISH BASE TRIM CEILING FINISH CLG HEIGHT COMMENTS

101 CONF NEW LVT TILE RESILIENT BASE NEW ACT GRID 10'-0"

102 BREAK-OUT ROOM NEW LVT TILE RESILIENT BASE GYP CEILING BOARD 12'-1"

EX-101 G0 ZONE NEW LVT TILE RESILIENT BASE GYP CEILING BOARD 12'-1"

EX-102 OFFICE EXISTING LVT TILE NO WORK ACT GRID 10'-0"

EX-103 OFFICE EXISTING LVT TILE NO WORK ACT GRID 10'-0"

EX-104A VENDING EXISTING SQUARE LVT TILE NO WORK GYP CEILING BOARD 10'-0"

EX-104B LACTATION EXISTING LVT TILE NO WORK GYP CEILING BOARD 10'-0"

EX-105 GO ZONE EXISTING LVT TILE NO WORK GYP CEILING BOARD 10'-0"

EX-106 ACADEMIC SERVICES EXISTING LVT TILE NO WORK ACT GRID 10'-0"

EX-107 STORAGE EXISTING CARPET TILE NO WORK GYP CEILING BOARD 10'-0"

EX-108 CASHIER EXISTING LVT TILE NO WORK ACT GRID 10'-0"

EX-109 DIRECTOR OF ACADEMIC SERVICES EXISTING LVT TILE NO WORK ACT GRID 10'-0"

EX-110 STUDENT PANTRY NEW LVT TILE RESILIENT BASE GYP CEILING BOARD 10'-0"

T.O. SHEATHING MAIN LEVEL

100' - 0"

T.O. CEILING 2

112' - 1 1/2"

T.O. CEILING

110' - 1 1/8"

B C

6' - 0"

5'

2'

OFFICE

EX-103

G0 ZONE

EX-101

VENDING

EX-104A

LACTATION

EX-104B

SF-01A

1'

4" 6'

NEW PAINT AND WALL BASE, TYP.

T.O. SHEATHING MAIN LEVEL

100' - 0"

T.O. CEILING

110' - 1 1/8"

SF-01A

ACADEMIC SERVICES

EX-106

GO ZONE

EX-105

STORAGE

EX-107

NEW PAINT AND WALL BASE

2' - 3 1/2" 0' - 5 1/2" 2' - 0" 0' - 5 1/2"

6'

NEW WALL BASE AND PAINT, TYP.

T.O. SHEATHING MAIN LEVEL

100' - 0"

T.O. SHEATHING LEVEL 2

113' - 2 1/8"

T.O. CEILING 2

112' - 1 1/2"

T.O. CEILING

110' - 1 1/8"

1000 SF

GO ZONE

EX-105

794 SF

G0 ZONE

EX-101

719 SF

CORRIDOR

NEW PAINT AND WALL BASE, TYP.

EX TV MONITOR

EX. RECEPTION

DESK TO REMAIN

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

IN

T D

A T

E

7/7/2026 2:21:56 PM

7/7/2026 2:21:56 PM

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25189 2026-07-06

RA+A

A-301

INTERIOR SECTIONS

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

1/4" = 1'-0" A-301

ABUILDING SECTION

1/4" = 1'-0" A-301

BBUILDING SECTION

1/4" = 1'-0" A-301

CINTERIOR ELEVATION

SECTION KEYNOTES

1 WOOD SLAT SUSPENDED CEILING CLOUD

2 HANGING LINEAR LIGHTS ABOVE BOOTHS

3 NATIONAL, FRINGE THREE-SEATER BOOTHS, HIGH-BACKS FOR

PRIVACY

1/4" = 1'-0" A-301

DBUILDING SECTION

T.O. SHEATHING MAIN LEVEL

100' - 0"

T.O. CEILING 2

112' - 1 1/2"

T.O. CEILING

110' - 1 1/8"

T.O. SHEATHING MAIN LEVEL

100' - 0"

T.O. CEILING 2

112' - 1 1/2"

T.O. CEILING

110' - 1 1/8"

794 SF

G0 ZONE

EX-101

T.O. SHEATHING MAIN LEVEL

100' - 0"

T.O. CEILING

110' - 1 1/8"

T.O. SHEATHING MAIN LEVEL

100' - 0"

T.O. CEILING 2

112' - 1 1/2"

T.O. CEILING

110' - 1 1/8"

4' 8' 16'0

2"0

564 E 2nd AVE SUITE 201

DURANGO, CO 81301

(970) 259-7494

262 PAGOSA STREET, SUITE 200

PAGOSA SPRINGS, CO 81147

(970) 264-6884

610 STATE AVE, SUITE 210

ALAMOSA, CO 81101

(719) 936-7494

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF THE

ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY

WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

ISSUE DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

PR

IN

T D

A T

E

7/7/2026 2:22:15 PM

7/7/2026 2:22:15 PM

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25189 2026-07-06

RA+A

A-302

INTERIOR VIEWS

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-24

PERMIT 2026-07-06

A-302

AGO-ZONE INTERIOR VIEW

A-302

BSTUDENT-CENTER VIEW

1/4" = 1'-0" A-302 C

SECTION THROUGH

CONFERENCE

1/4" = 1'-0" A-302

DSECTION THROUGH RECEPTION

1/4" = 1'-0" A-302

ESECTION LOOKING NORTH

1/4" = 1'-0" A-302

FSECTION LOOKING WEST

SOLID SURFACE

COUNTER

DRYWALL WITH ACCENT PAINT,

WALL BASE, TYP.

T T T

A B C D

BB BB

BB

BB

23.01 TYP.

23.03

23.04

564 E. AVENUE, SUITE 201

DURANGO, CO 81301

(970) 259 - 7494

FAX (970) 259 - 7492

262 PAGOSA STREET, STE. 200

P.O. BOX 96

PAGOSA SPRINGS, CO 81147

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF

THE ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-23

2026-06-23

P U

E B

L O

C O

M M

U N

IT

Y

C O

L L

E G

E

S T

U D

E N

T S

E R

V

IC

E S

G O

Z O

N E

U

S H

W Y

M A

N C

O S

C

O

ME&E

M101

MECHANICAL PLAN

KEYED NOTES

23.01 REMOVE BASEBOARD. CAP PIPING BEHIND FINISHED SURFACE.

23.03 REMOVE DIFFUSER. EXTEND DUCTWORK TO NEW TITUS HELIOS 24"X24" THERMALLY

POWERED VARIABLE VOLUME DIFFUSER WITH WIRELESS LIGHT-POWERED WALL SENSOR

AND PLUG-IN POSTMASTER COMMUNICATION MODULE. SET MINIMUM AIRFLOW TO 50%.

23.04 PROVIDE TWO NEW TITUS 350RL 12"X12" STEEL CONSTRUCTION, SURFACE MOUNT, 35

DEGREE FIXED DEFLECTION GRILLES. PROVIDE 12"X12" LINED DUCTWORK TO CREATE

SOUND-BOOT.

N 1/4" = 1'-0"

MECHANICAL PLAN

A2

AC

T V

AC

A B C D

26.02 26.02 26.01

26.01 26.02

26.04

26.05

26.04

26.10

RB-26RB-24RB-25

26.05

26.05

26.05

PANEL RB

26.01

564 E. AVENUE, SUITE 201

DURANGO, CO 81301

(970) 259 - 7494

FAX (970) 259 - 7492

262 PAGOSA STREET, STE. 200

P.O. BOX 96

PAGOSA SPRINGS, CO 81147

RA-AE.COM

REYNOLDS ASH + ASSOCIATES, P.C.

RA+A ARCHITECTS, P.C.

EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE

PLANS ARE NOT TO BE CHANGED OR COPIED IN ANY

FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE

ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST

OBTAINING WRITTEN PERMISSION AND CONSENT OF

THE ARCHITECT OF RECORD.

THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED AND PUBLICATION TEHREOF IS

EXPRESSLY LIMITED TO SUCH USE. FEDERAL LAW

PROHIBITS THE REPRODUCTION, DISPLAY, SALE OR

OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE

EXPRESS WRITTEN CONSENT OF

JOB. NO.:

DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-23

2026-06-23

P U

E B

L O

C O

M M

U N

IT

Y

C O

L L

E G

E

S T

U D

E N

T S

E R

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IC

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G O

Z O

N E

U

S H

W Y

M A

N C

O S

C

O

ME&E

ED101

ELECTRICAL

DEMOLITION PLAN

KEYED NOTES

26.01 EXISTING LIGHTING TO REMAIN. PROVIDE NEW CONTROLS PER NEW PLAN.

26.02 MODIFY EXISTING LIGHTING. REMOVE INDICATED SECTION(S) AND MOVE ENDCAP TO THE

EXISTING FIXTURES TO REMAIN.

26.04 REMOVE FIXTURE. PROVIDE BLANK COVER ON J-BOX. PATCH AND REPAIR CEILING PER

ARCHITECT.

26.05 REMOVE RECEPTACLE. MAINTAIN CONTINUITY OF CIRCUIT TO REMAINING LOADS.

26.10 REMOVE RECEPTACLE. REUSE CIRCUIT AS SHOWN ON NEW PLANS.

N 1/4" = 1'-0"

ELECTRICAL DEMOLITION PLAN

LC.02

LC.01

LC.01

A B C D

B4, g

B4, g

B4, g

B4, g

B8, g

B4, g

B4, g

B8, c

B8, c

B8, c

B8, c

B4, c B4, c B4, c xF8, a

A1

A1

G0 ZONE

EX-101

CONF

GO ZONE

EX-105

26.07

26.07

LA1-7

(EXISTING)

26.12

EM

EM

EM

xF8, a xF8, a xF8, a xF8, b xF8, b xF8, b xF8, b xF8, f xF8, f xF8, f xF8, f cba f g a b c f g

564 E. AVENUE, SUITE 201

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EXPRESSLY RESERVES THE COMMON LAW COPYRIGHT

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THE USE OF THESE PLANS AND SPECIFICATIONS SHALL

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EXPRESS WRITTEN CONSENT OF

JOB. NO.:

DATE:

DRAWN BY:

ISSUE RECORD:

REVISIONS:

SD PHASE 2026-05-29

DD PHASE 2026-06-12

CD PHASE 2026-06-23

2026-06-23

P U

E B

L O

C O

M M

U N

IT

Y

C O

L L

E G

E

S T

U D

E N

T S

E R

V

IC

E S

G O

Z O

N E

U

S H

W Y

M A

N C

O S

C

O

ME&E

EL101

ELECTRICAL

LIGHTING PLAN

KEYED NOTES

26.07 CONNECT ALL LIGHTING, THIS ROOM, TO EXISTING CIRCUIT. PROVIDE NEW CONTROLS.

26.12 REUSE EXISTING 277V LIGHTING CIRCUIT.

N 1/4" = 1'-0"

ELECTRICAL LIGHTING PLAN

T V

A C

A C

A C

A C

A C

A C

A B C D

26.06

26.06 TYP.-3

26.08

RB - 37

GO ZONE

EX-105

G0 ZONE

EX-101

RB - 26RB - 24

26.1126.11

RB - 25

26.06

TYP.-6

PANEL RB

564 E. AVENUE, SUITE 201

DURANGO, CO 81301

(970) 259 - 7494

FAX (970) 259 - 7492

262 PAGOSA…