CNCC Yaeger Construction Documents_2026-08-19.pdf

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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COVER SHEET

YAEGER BUILDING

COLORADO NORTHWESTERN COMMUNITY COLLEGE

RANGELY, COLORADO

100% CONSTRUCTION DOCUMENTS - 8/19/26

ISSUE: DATE:

100% CDs 8/19/26

LOCATION

DRAWING INDEX

TN

SYMBOLS LEGEND

CAST

COMPACTED FILL

POROUS FILL

UNDISTURBED SOILS

CONCRETE BLOCK

BRICK

STONE

GLASS BLOCK

STEEL

MATERIALS LEGEND

EARTH

ROCK

CONCRETE

MASONRY

METAL

GROUT, LIGHTWEIGHT

CONCRETE

ABBREVIATIONS

AFF

BM

BS.

B.O.

ACCOUS

ADJ

ALT

ALUM

APPD

APPROX

ARCH

ASAP

BRG

BET

BLK

BSMT

BTU

BLDG

CAB

CLG

CER

CLR

ABOVE FINISHED FLOOR

ADJACENT

ALTERNATE

ALUMINUM

APPROXIMATE

APPROVED

BEAM

BEARING

BETWEEN

BLOCK

BASEMENT

BRITISH THERMAL UNIT(S)

BOARDBD

BOTH SIDES

BOTTOM OF

BUILDING

CABINET

CENTER LINE

CEILING

CERAMIC

CLEAR

CJ

CF

DP

DW

DN

DR

EA.

EW

CLO CLOSET

D

W

COL

CONC

CONT

COORD

CTR

DEPT

DTL

DIA,

DIM

DWG

ELECT

CLOTHES DRYER

CLOTHES WASHER

COLUMN

CONCRETE

CONSTRUCTION JOINT

CONTINUOUS

COORDINATE

COUNTER

CUBIC FEET

DAMPROOFING

DEPARTMENT

DETAIL

DIAMETER

DIMENSION

DOWN

DRAIN

DRAWING

EACH

EACH WAY

ELECTRICAL

EL

EQ

F.O.

FP

FD

FT

GA

GC

GL

GRD.

HD

HP

HT

ID

JT

ENGR

EXG

EXP.

EXT.

FIN

FIXT

FTG

FDN

FURN

GAL

GALV

GYP.

GWB

HDW

HVAC

HORIZ

HWH

INCL

INFO

INSUL

ELEVATION

ENGINEER

EQUAL

EXISTING

EXPOSED

EXTERIOR

FACE OF

FINISH

FIREPROOF

FIREPLACEFPL

FIXTURE

FLOOR

FLOOR DRAIN

FOOT, FEET

FOOTING

FOUNDATION

FURNISH

GALLON

GAUGE

GALVINIZED

GENERAL CONTRACTOR

GLASS, GLAZED

GRADE

GYPSUM

GYPSUM WALLBOARD

HARDWARE

HEAD

HORIZONTAL

HORSE POWER

HOT WATER HEATER

HEIGHT

INCLUDE (D) (ING)

INFORMATION

INSIDE DIAMETER

INSULATION

JOINT

INT INTERIOR

HEATING, VENTING, AND

AIR CONDITIONING

LT

MO

NA

OD

d

QT

R

RD

RM

JCT

KWH

LAV

MFR

MATL

MTL

MAX

MECH

MED

JUNCTION

KILOWATT HOUR

LAVATORY

LIGHT

MANUFACTURER

MATERIAL

MASONRY OPENING

METAL

MAXIMUM

MECHANICAL

MEDIC (INE) (AL)

MIN

MISC

NOM

NIC

NTS

OPG

OC

OPP

ORN

PTN

PERF PERFORATE(D)

PENNY (NAILS, ECT.)

MINIMUM

MISCELLANEOUS

NOMINAL

NOT IN CONTRACT

NOT APPLICABLE

NOT TO SCALE

ON CENTER

OPENING

OPPOSITE

ORNAMENTAL

OUTSIDE DIAMETER

PARTITION

PLT.

PLY

QTY

PLATE

PLYWOOD

QUARRY TILE

QUANTITY

RADIUS

ROOF DRAIN

ROOM

RS ROUGH SAWN

RW

R

RO

SQ

SS

TV

TO

T

UG

RCB

REF.

REFR

REINF

REBAR

REQD

SHT

SHLV

SVF

SIM

STC

SPEC

SF

RESILIENT COVE BASE

RETAINING WALL

REFER/REFERENCE

REFRIGERATOR

REINFORCE ( D)

REINFORCING BAR (S)

REQUIRED

RISER

ROUGH OPENING

SHEET

SHEET VINYL FLOORING

SHELV (ES) (ING)

SIMILAR

SOUND-TRANSMISSION CLASS

SPECIFICATION

SQUARE

SQUARE FEET

STD

STRUCT

SUB

SUPPL

S4S

SUSP

TEL

TEMP

T&G

T&B

TYP TYPICAL

STANDARD

STRUCTURAL

SUBSTITUTE

SUPPLEMENT

SURFACED FOUR SIDES

SUSPEND(ED)

TELEPHONE

TELEVISION

TOP AND BOTTOM

TONGUE AND GROOVE

TOP OF

TREAD

V

WH

WC

WP

WT

W/

WD

UNGL

UNFIN

VIF

VERT

VCT

WWF

WDW

W/O

UNGLAZED

UNFINISHED

VERIFY IN FIELD

VERTICAL

VOLT

WATER HEATER

WATER CLOSET

WATERPROOF

WEIGHT

WELDED WIRE FABRIC

WINDOW

WITH

WITHOUT

WOOD

ACOUSTICAL

ARCHITECT (URAL)

BFF BELOW FINISHED FLOOR

CL,

DISHWASHER

LAM LAMINATE (D)

OPH OPPOSITE HAND

STL STEEL

TEMPERED

AS SOON AS POSSIBLE

FLR

STAINLESS STEEL

VINYL COMPOSITION TILE

U.N.O. UNLESS NOTED OTHERWISE

UNDERGROUND

CL

IBC INTERNATIONAL BUILDING CODE

IRC INTERNATIONAL RESIDENTIAL

CODE

SPOT ELEVATION

NEW CONTOUR

EXISTING CONTOUR

CENTER LINE

HIDDEN LINE

SETBACK LINE

BREAK LINE

PROPERTY LINE

TOP OF PLATE

TOP OF FLOOR ELEVATION

EL.= 98.2

EL.=

T.O. PLATE

110'-0"

EL.=

T.O. PLY.

100'-0"

DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

BUILDING SECTION

WALL SECTION

ROOM NAME

ROOM NUMBER

REVISIONS

KEYNOTE

SHEET NUMBER

SHEET NUMBER

MATCH LINE

PROJECT NORTH

TRUE NORTH

INTERIOR ELEVATION

WINDOW NUMBER

EXTERIOR ELEVATION

A8.1

2A8.1

A

B

C

NORTH

A

3C

SEE SHEET

1 A2.1

D

KITCHEN

ROOM NUMBER

DOOR LETTER

CONSTRUCTION

ASSEMBLY

SHEET NUMBER

BATT

RIGID

INSULATION

SPRAYED FOAM

FINISH

WD. FRAMING

WD. BLOCKING

GLU-LAM

PLYWOOD

WOOD

BUILDING CLASSIFICATION / CODE INFORMATION

PROJECT DIRECTORY

2021 IBC, IECC AND ANY REQUIREMENTS BY THE STATE OF COLORADO

APPLICABLE CODES:

PROJECT INFORMATION

LOCATION: 500 KENNEDY DRIVE, RANGELY, COLORADO 81648

PROJECT DESCRIPTION: REPAIR STRUCTURAL AND WATERPROOFING FAILURES AT EXISTING

YAEGER BUILDING ON THE CNCC CAMPUS. REPAIR INCLUDES MINOR SITE REGRADING

GENERAL NOTES

ARCHITECT

ROSENFELD DESIGN, LLC

81 CRESCENT PLACE

GLENWOOD SPRINGS, CO 81601

719.439.3335

SURVEYOR

TRUE NORTH COLORADO LLC

PO BOX 614 - 386 MAIN STREET UNIT 3

NEW CASTLE, CO 81647

970.984.0474

STRUCTURAL ENGINEER

CIVIL ENGINEER

3 ROCKS ENGINEERS

430 MAIN STREET

CANON CITY, CO 81212

719.430.5333

HCL ENGINEERS

5975 S. QUEBEC STREET, SUITE 200

CENTENNIAL, CO 80111

303.773.1605

EXISTING OCCUPANCY TO REMAIN UNCHANGED

OCCUPANCY CLASSIFICATION:

EXISTING CONSTRUCTION TYPE TO REMAIN UNCHANGED

TYPE OF CONSTRUCTION:

EXISTING LOCATION TO REMAIN UNCHANGED

LOCATION ON PROPERTY:

EXISTING FLOOR AREA TO REMAIN UNCHANGED

ALLOWABLE FLOOR AREA:

EXISTING HEIGHT AND STORIES TO REMAIN UNCHANGED

HEIGHT AND NUMBER OF STORIES:

ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE

WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS

PERMITTED BY THE OWNER.

SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE

SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE

ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE

METHOD AND/OR MATERIALS.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING

WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE

CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR

INSTRUCTION ON HOW TO PROCEED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW

CONSTRUCTION ON THE SITE. THE CONTRACTOR SHALL PROVIDE COMPLETE BUILDING SYSTEMS

AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REQUIREMENTS AND

RECOMMENDATIONS. ALL SEQUENCING, INTERFACE AND COORDINATION WITH OTHER

BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND

OPERATING SYSTEMS AND/OR BUILDING COMPONENTS, AND SHALL MEET OR EXCEED

QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY

STANDARDS. CONTACT ARCHITECT WITH ANY QUESTIONS PRIOR TO STARTING WORK.

THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS

AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR

EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF

HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER

OPERATION.

ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED

TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE

CAUSE FOR REJECTION OF WORK.

WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS,

THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL

WIDTH AND LENGTH WHERE THE FURRING OCCURS.

PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED

SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION.

THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY

BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT

ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL

WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS

AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE

MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING

SIMILAR SURFACES.

CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING

FOR LIGHT FIXTURES, ELECTRICAL UNITS, EQUIPMENT, RECESSED ITEMS, AND ALL

OTHER ITEMS AS REQUIRED.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

DIMENSIONS:

A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS.

B. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE U.N.O.

NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL

COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT.

ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP

DRAWINGS AND SAMPLES. SHOP DRAWINGS AND PRODUCT SUBMITTALS ARE REQUIRED FOR

ALL SHOP FABRICATED WORK AS WELL AS SPECIFIED PRODUCTS. THIS WORK INCLUDES,

BUT NOT BE LIMITED TO WINDOW AND DOOR FRAMES AND ALL FINISH MATERIALS.

INSTALL FIRE STOPS AS FOLLOWS:

-IN CONCEALED SPACES OF STUD WALLS INCLUDING FURRED SPACES AT CEILING AND FLOOR LEVELS

AND AT 10' INTERVALS ALONG THE WALL LENGTH.

-IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH

AFFORD PASSAGE OF FIRE BETWEEN FLOOR LEVELS AND FLOOR TO CEILINGS OR ATTICS.

14.

DRAWINGS AND SPECIFICATIONS INDICATE REQUIREMENTS FOR NEW CONSTRUCTION ONLY. ARCHITECT NOT RESPONSIBLE FOR WEATHER TIGHTNESS, STRUCTURAL INTEGRITY, OR AESTHETIC PERFORMANCE OF

EXISTING CONSTRUCTION.

15.

COORDINATE WEATHER RESISTIVE BARRIER DETAILS AND PRODUCTS WITH MANUFACTURER AND ARCHITECT

BASED ON EXISTING CONDITIONS. APPROVED SUBSTITUTIONS MAY BE REQUIRED.

16.

YAEGER

500 KENNEDY DR

RANGELY

COLORADO

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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G101

GENERAL

INFORMATION

GENERAL

G100 COVER SHEET

G101 GENERAL INFORMATION

SURVEY

SHT - 1 SURVEY

CIVIL

C1 EXISTING CONDITIONS AND DEMO PLAN

C2 SITE AND GRADING PLAN

ARCHITECTURE

A100 EXISTING FLOOR PLAN

A200 EXTERIOR ELEVATIONS

A300 BUILDING SECTIONS

A400 ENLARGED WALL SECTIONS

A401 ENLARGED WALL SECTIONS

A500 EXTERIOR DETAILS

A501 EXTERIOR DETAILS

STRUCTURAL

S000 STRUCTURAL COVER SHEET

S001 GENERAL NOTES

S101 LEVEL 1 - FLOOR PLAN

S102 MEZZANINE - FLOOR PLAN

S601 WOOD FRAMING DETAILS

S602 WOOD FRAMING DETAILS

F

WV

S

S

S

G

124.4'

.5

4.2'

9.

2'

4.2'

.5

124.4'

.1

WOOD SHED43.5' X 13'

WOOD SHED

31.9' X 11.8'

CONCRETEPAD

PAVED AIRPLANE

PARKING

CONCRETE WALK

CONCRETE

RETAINING

ST

O

N E

CONCRETE

DRAIN STRUCTURE

GRATE:5457.0

8"PVC:5455.94-INV

ST

EP

S

SH

ED

TRASH

PAD

TWO - STORY

SHOP BUILDING

12'' C

MP

ASS

UMED

D

IR

EC

TIO

N

W

IVB

R

ET

A

IN

IN

G

DECORATIVE STONE

FACE(TYPICAL)

FF

E

SE

C

O N

D S

TO

R

Y .0

FF

E

M A

IN

S

H O

P F

LO

O

R

.3

FF

E

FR

O

N T

D O

O R

E N

TR

Y

.0

GRAVEL AREA

GRAVEL AREA

SITE BENCHMARK

SET MAG NAIL IN ASPHALT

ELEVATION:5456.8

N:1288117.50 E:2079504.25

RID

GE ROAD

PAVED ROADWAY

TRASHPAD

IN

V:5449.88

CONCRETEPAD

FF

E

H A

N G

ER

D

O O

R .2

OS W

WATERLINELOCATIONPERMAINTENANCESTAFF

FFEBAY DOOR5457.33

DRAIN INLET

NON-FUNCTIONAL

(FILL OF SEDIMENT)

(TYPICAL)

SURVEYOR'S STATEMENT

I, RODNEY P. KISER, DO HEREBY STATE THAT THIS EXISTING CONDITIONS MAP WAS PREPARED BY TRUE NORTH COLORADO, LLC. FOR ROSENFELD DESIGN, THAT SAID MAP WAS PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY BELIEF AND KNOWLEDGE.

ELECTRICAL OUTLET

WV

WATER VALVE

TELEPHONE PEDESTAL

DY

H

S

FIRE HYDRANT

SANITARY MANHOLE

ELECTRICAL TRANSFORMER

GAS METER

ELECTRICAL METER

G

LE*END

E

NOTES�

4. ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS UTILIZING THE CONTINUOUS OPERATING REFERENCE STATIONS (CORS) THROUGH THE MESA COUNTY RTVRN NETWORK BROAD CASTING NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) YIELDING AN ON-SITE BENCHMARK ELEVATION OF 5456.8'.

5. CONTOUR INTERVAL EQUALS 1 FOOT.

YEAGER BUILDING - COLORADO NORTHWEST COMMUNITY COLLEGE

SECTION 1&12, TOWNSHIP 1 NORTH, RANGE 102 WEST OF THE 6TH P.M.

COUNTY OF RIO BLANCO, STATE OF COLORADO

EXISTING CONDITIONS MAP

TRUE NORTH COLORADO LLC.

A LAND SURVEYING AND MAPPING COMPANY

P.O. BOX 614 - 386 MAIN STREET UNIT 3

NEW CASTLE, COLORADO 81647

(970) 984-0474 www.truenorthcolorado.com

PROJECT NO: 2026-143

DATE: June 9, 2026

DRAWN

DJB

SURVEYED

DJB

SHEET

TRUENORTH

A LAND SURVEYING AND MAPPING COMPANY

16' 8' 32'

SCALE: 1" = 16'

NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY

LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE

YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY

ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE

THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.

CHAIN-LINK FENCE

CLEAN-OUT

N

ELECTRICAL SERVICE BOX

LIGHT POLE

FIBER VAULTF

STREET SIGN

DRAIN INLET

OSW WATER SPIGOT

G

WV

W

IVB

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

EX TREES (TYP)

EX IRRIGATION VALVE BOX

EX SANITARY SEWER MANHOLE (TYP)

EX LIGHTPOLE (TYP)

EX 12" CMP

EX WATER VALVE

EX WATER SPIGOT

EX FIBER OPTICS VAULT

EX ELECTRICAL TRANSFORMER

EX ELECTRIC METER EX TELEPHONE PEDESTAL

EX DRAIN INLETS TO BE REMOVED

EX CONCRETE STORM DRAIN

EX CONCRETE RETAINING WALL

EX STONE RETAINING WALL TO BE REMOVED

EX STONE FACE

EX TRASH PAD

EX ELECTRIC OUTLET

PROTECT EXISTING

TREES THROUGHOUT

CONSTRUCTION

430 MAIN STREET

CAÑON CITY, CO 81212

719.430.5333 www.3rocksengineering.com p:

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SCALE: 1" = 20'

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N

CN

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PROJECT ENG:NRC

QA/QC:----

DRAWN BY:MPH

PRJ # 26.147

DATE: 6/24/2026

C1

EXISTING CONDITIONS

AND DEMO PLAN

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ISSUED DATES

V1.0-6/24/2026

LEGEND

X X

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING FENCE

EXISTING WATER LINE

EXISTING GRAVEL

EXISTING ASPHALT

EXISTING CONCRETE

Digitally signed by Nathan Curtis Date:

2026.07.15 20:06:38-06'00'

G

WV

W

IVB

STRM

STRM

STRM

STRM

STRM

STRM

-0 .2

-5 .0

-1 2.

2%

-5.1%

-6.5%

-4.8%

5457.29

5456.03

5454.49

5452.68

5456.89

5456.83

5454.74

5456.43

5454.44

BOW: 5458.00

TOW: 5458.31

5457.37

5457.37

5457.37

5457.37

-6 .5

-6 .5

-8

.6

-3.9%

ADJUST UTILITY METERS AND

INFRASTRUCTURE AS NEEDED

WITH THE NEW GRADING

TOW: 5459.03

5456.90

5456.90

5457.55

5457.66

5457.55

5457.37

5457.37

PROP SWALE

PROP FRENCH DRAIN

PROVIDE 6" OF COVER OVER

6" PERFORATED PIPE

BOW: 5458.00

BOW: 5457.55

TOW: 5458.96

5457.45

5457.45 5457.92

6" HDPE @ 0.5% MIN

6" HDPE @ 1% MIN

INV: 5455.94

PROTECT EXISTING TREES

THROUGHOUT CONSTRUCTION

PROTECT EXISTING TREES

THROUGHOUT CONSTRUCTION

PROPOSED BOULDER

RETAINING WALL, USE

BOULDERS ON SITE ROUGHLY

2' IN DIAMETER

5457.37

5457.83

PROP FRENCH DRAIN

PROVIDE 6" OF COVER OVER

6" PERFORATED PIPE

430 MAIN STREET

CAÑON CITY, CO 81212

719.430.5333 www.3rocksengineering.com p:

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:2

PM

N

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HA

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RT

IS

FOR MUNICIPAL USE:

10'

SCALE: 1" = 20'

0 20'

N

CN

CC

Y

AE

GE

R

PROJECT ENG:NRC

QA/QC:----

DRAWN BY:MPH

PRJ # 26.147

DATE: 6/24/2026

C2

SITE AND GRADING PLAN

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ISSUED DATES

##/##/##-V1.0

Digitally signed by Nathan Curtis Date:

2026.07.15 20:06:43-06'00'

UP

UP

DN

A200

A200

A2002A200 4

V.I.F.

16' - 5 3/4"

V.I.F.

41' - 4"

A300

A300

AA

BB

CC

DD

EE

124' - 0"

A300

A300

20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 24' - 0"

A300

A300

A300

A300

(E) SHOP

CLASSROOM

(E)

CLASSROOM

(E) LOBBY

(E)

CLEANING

(E) LAB

(E)

CLASSROOM

110 (E) OFFICE

(E) OFFICE

(E) OFFICE

(E)

RESTROOM

(E)

RESTROOM

(E)

CUSTODIAN

(E) OFFICE

(E) SHOP

CLASSROOM

(E) SHED

(E) SHED

NEW 2X4 SUSPENDED ACOUSTIC CEILING

TILE AT (E) CLASSROOM 101 AT 10'-0" ABOVE

FINISHED FLOOR. USG DONN BRAND DX/DXL

SQUARE PROFILE SIMILAR TO EXISTING.

REINSTALL EXISTING LIGHTING. REPAIR AND

REPAINT EXISTING WALL FINISH AS

REQUIRED. INSTALL GYP BOARD AT

UNCOVERED WALL CAVITIES, TO MATCH (E)

WALL GYP BOARD THICKNESS AND FINISH

REPAIR OR REPLACE INTERIOR FINISHES AND

FIXTURES DAMAGED BY SHORING

INSTALLATION WITH LIKE MATERIALS, TYP

REPAIR OR REPLACE INTERIOR FINISHES AND

FIXTURES DAMAGED BY SHORING,

INSTALLATION WITH LIKE MATERIALS, TYP

ELIMINATE AND INFILL

DOOR LEAF WITH

FRAMED WALL TO

MATCH EXISTING PER

OWNER REQUEST

NEW BOULDER WALL AND

FRENCH DRAIN PER CIVIL

ENGINEER

PROTECT EXISTING TREES TO

REMAIN

NEW FRENCH DRAIN PER CIVIL

ENGINEER

NEW CONSTRUCTION TO REPLACE

EXISTING

EXISTING TO REMAIN

GRAPHIC LEGEND

1. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION SCHEDULING, EXTENTS AND

SAFETY WITH BUILDING OCCUPANTS. FACILITY TO

REMAIN IN USE DURING CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL REMAINING FINISHES AND

EQUIPMENT WITHIN THE FACILITY AS REQUIRED

TO AVOID DAMAGE.

3. STRUCTURAL COMPONENTS (TRUSSES,

COLUMNS, BEAMS) TO REMAIN UNMODIFIED

UNLESS OTHERWISE NOTED.

GENERAL NOTES

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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A100

EXISTING FLOOR

PLAN

NORTH

0 2 8 16

1/8" = 1'-0"

MAIN LEVEL FLOOR PLAN

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

A300

1234567

A300

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

MEZZANINE

109' - 8 1/4"

T.O. CURB

100' - 4"

NEW SIDING TO MATCH EXISTING

FINISH AND ORIENTATION. QUALITY

EDGE TRUCEDAR STEEL SIDING 414

IRONSTONE BOARD AND BATTEN

ALTERNATING 6" AND 10" WIDTHS.

INSTALL PER MANUFACTURER'S

REQUIREMENTS

NEW SIDING TO MATCH EXISTING

FINISH AND ORIENTATION. QUALITY

EDGE VESTA STEEL SIDING 486

AMBER CHERRY. INSTALL PER

MANUFACTURER'S REQUIREMENTS

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

A B C D E

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

A300

MEZZANINE

109' - 8 1/4"

A300

T.O. CURB

100' - 4"

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

A300

1 2 3 4 5 6 7

A300

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

MEZZANINE

109' - 8 1/4"

T.O. CURB

100' - 4"

NEW SIDING TO MATCH EXISTING

FINISH AND ORIENTATION. QUALITY

EDGE TRUCEDAR STEEL SIDING 414

IRONSTONE BOARD AND BATTEN

ALTERNATING 6" AND 10" WIDTHS.

INSTALL PER MANUFACTURER'S

REQUIREMENTS

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

ABCDE

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

A300

MEZZANINE

109' - 8 1/4"

A300

T.O. CURB

100' - 4"

1. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION SCHEDULING, EXTENTS AND

SAFETY WITH BUILDING OCCUPANTS. FACILITY TO

REMAIN IN USE DURING CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL REMAINING FINISHES AND

EQUIPMENT WITHIN THE FACILITY AS REQUIRED

TO AVOID DAMAGE.

3. STRUCTURAL COMPONENTS (TRUSSES,

COLUMNS, BEAMS) TO REMAIN UNMODIFIED

UNLESS OTHERWISE NOTED.

GENERAL NOTES

NEW CONSTRUCTION TO REPLACE

EXISTING

EXISTING TO REMAIN

ELEVATION / SECTION GRAPHIC LEGEND

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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A200

EXTERIOR

ELEVATIONS

0 2 8 161/8" = 1'-0"

NORTH ELEVATION

1/8" = 1'-0"

EAST ELEVATION

1/8" = 1'-0"

SOUTH ELEVATION

1/8" = 1'-0"

WEST ELEVATION

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

A300

1 2 3 4 5 6 7

A300

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

MEZZANINE

109' - 8 1/4"

(E) SHOP

CLASSROOM

(E)

RESTROOM

106(E) LOBBY

A401

T.O. CURB

100' - 4"

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

A300

1 2 3 4 5 6 7

A300

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

MEZZANINE

109' - 8 1/4"

(E) SHOP

CLASSROOM

(E)

CLASSROOM

A400

T.O. CURB

100' - 4"

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

A B C D E

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

A300

MEZZANINE

109' - 8 1/4"

A300

(E)

CLASSROOM

(E) LOBBY

(E)

CUSTODIAN

A400

A401

T.O. CURB

100' - 4"

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

ENTRY FLOOR

100' - 7 3/4"

T.O. STONE

112' - 9"

A B C D E

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

A300

MEZZANINE

109' - 8 1/4"

A300

(E) SHOP

CLASSROOM

(E) LAB

(E) SHOP

CLASSROOM

(E) SHED

A400

T.O. CURB

100' - 4"

1. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION SCHEDULING, EXTENTS AND

SAFETY WITH BUILDING OCCUPANTS. FACILITY TO

REMAIN IN USE DURING CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL REMAINING FINISHES AND

EQUIPMENT WITHIN THE FACILITY AS REQUIRED

TO AVOID DAMAGE.

3. STRUCTURAL COMPONENTS (TRUSSES,

COLUMNS, BEAMS) TO REMAIN UNMODIFIED

UNLESS OTHERWISE NOTED.

GENERAL NOTES

NEW CONSTRUCTION TO REPLACE

EXISTING

EXISTING TO REMAIN

ELEVATION / SECTION GRAPHIC LEGEND

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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A300

BUILDING SECTIONS

0 2 8 161/8" = 1'-0"

BUILDING SECTION A

1/8" = 1'-0"

BUILDING SECTION B

1/8" = 1'-0"

BUILDING SECTION C

1/8" = 1'-0"

BUILDING SECTION D

TOP PLATE

116' - 9"

T.O. STONE

112' - 9"

E

SHOP FLOOR

100' - 0"

MEZZANINE

109' - 8 1/4"

A500

T.O. CURB

100' - 4"

(E) SHOP

CLASSROOM

TIE IN NEW WEATHER RESISTIVE

BARRIER AND SIDING INTO EXISTING.

NEW SIDING FINISH AND ORIENTATION

TO MATCH EXISTING

REMOVE EXISTING GRADE PER CIVIL

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING. FILL

DISTURBED CAVITIES SOLID WITH BATT

INSULATION. REPAIR, REPLACE AND

REPAINT GYP BOARD TO MATCH

EXISTING AS REQUIRED

NEW GRADE PER CIVIL ENGINEER

CLEAN AND PREP EXISTING

FOUNDATION TO RECEIVE NEW

WATERPROOFING AND FOUNDATION

DRAINAGE MEDIUM

REPAIR / REPLACE ALL CEILINGS AND

WALL FINISHES REMOVED TO INSTALL

TEMPORARY SHORING, TYP. ASSEMBLY

AND FINISH TO MATCH EXISTING

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

T.O. STONE

112' - 9"

E

SHOP FLOOR

100' - 0"

MEZZANINE

109' - 8 1/4"

A500

T.O. CURB

100' - 4"

(E)

CLASSROOM

TIE IN NEW WEATHER RESISTIVE

BARRIER AND SIDING INTO EXISTING.

NEW SIDING FINISH AND ORIENTATION

TO MATCH EXISTING

REMOVE EXISTING GRADE PER CIVIL

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING. FILL

DISTURBED CAVITIES SOLID WITH BATT

INSULATION. REPAIR, REPLACE AND

REPAINT GYP BOARD TO MATCH

EXISTING AS REQUIRED

NEW GRADE PER CIVIL ENGINEER

CLEAN AND PREP EXISTING

FOUNDATION TO RECEIVE NEW

WATERPROOFING AND FOUNDATION

DRAINAGE MEDIUM

NEW 2X4 SUSPENDED ACOUSTIC

CEILING TILE AT (E) CLASSROOM 101 AT

10'-0" ABOVE FINISHED FLOOR. USG

DONN BRAND DX/DXL SQUARE PROFILE

SIMILAR TO EXISTING. REINSTALL

EXISTING LIGHTING. REPAIR AND

REPAINT EXISTING WALL FINISH AS

REQUIRED. INSTALL GYP BOARD AT

UNCOVERED WALL CAVITIES, TO MATCH

(E) WALL GYP BOARD THICKNESS AND

FINISH

REPAIR / REPLACE ALL CEILINGS AND

WALL FINISHES REMOVED TO INSTALL

TEMPORARY SHORING, TYP. ASSEMBLY

AND FINISH TO MATCH EXISTING

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

T.O. STONE

112' - 9"

SHOP FLOOR

100' - 0"

MEZZANINE

109' - 8 1/4"

T.O. CURB

100' - 4"

(E)

CLASSROOM

REMOVE EXISTING GRADE PER CIVIL

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING. FILL

DISTURBED CAVITIES SOLID WITH BATT

INSULATION. REPAIR, REPLACE AND

REPAINT GYP BOARD TO MATCH

EXISTING AS REQUIRED

NEW GRADE PER CIVIL ENGINEER

CLEAN AND PREP EXISTING

FOUNDATION TO RECEIVE NEW

WATERPROOFING AND FOUNDATION

DRAINAGE MEDIUM

REPAIR OR REPLACE DAMAGED

EXISTING STONE VENEER AS REQUIRED

NEW 2X4 SUSPENDED ACOUSTIC

CEILING TILE AT (E) CLASSROOM 101 AT

10'-0" ABOVE FINISHED FLOOR. USG

DONN BRAND DX/DXL SQUARE PROFILE

SIMILAR TO EXISTING. REINSTALL

EXISTING LIGHTING. REPAIR AND

REPAINT EXISTING WALL FINISH AS

REQUIRED. INSTALL GYP BOARD AT

UNCOVERED WALL CAVITIES, TO MATCH

(E) WALL GYP BOARD THICKNESS AND

FINISH

A500

REPAIR / REPLACE ALL CEILINGS AND

WALL FINISHES REMOVED TO INSTALL

TEMPORARY SHORING, TYP. ASSEMBLY

AND FINISH TO MATCH EXISTING

1. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION SCHEDULING, EXTENTS AND

SAFETY WITH BUILDING OCCUPANTS. FACILITY TO

REMAIN IN USE DURING CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL REMAINING FINISHES AND

EQUIPMENT WITHIN THE FACILITY AS REQUIRED

TO AVOID DAMAGE.

3. STRUCTURAL COMPONENTS (TRUSSES,

COLUMNS, BEAMS) TO REMAIN UNMODIFIED

UNLESS OTHERWISE NOTED.

GENERAL NOTES

NEW CONSTRUCTION TO REPLACE

EXISTING

EXISTING TO REMAIN

ELEVATION / SECTION GRAPHIC LEGEND

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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A400

ENLARGED WALL

SECTIONS

3/4" = 1'-0"

NORTH SECTION AT SHOP

3/4" = 1'-0"

NORTH SECTION AT CLASSROOM

3/4" = 1'-0"

EAST SECTION AT CLASSROOM

TOP PLATE

116' - 9"

T.O. STONE

112' - 9"

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

MEZZANINE

109' - 8 1/4"

T.O. CURB

100' - 4"

(E)

RESTROOM

TIE IN NEW WEATHER RESISTIVE

BARRIER AND SIDING INTO EXISTING.

NEW SIDING FINISH AND ORIENTATION

TO MATCH EXISTING

REMOVE EXISTING GRADE PER CIVIL

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING. FILL

DISTURBED CAVITIES SOLID WITH BATT

INSULATION. REPAIR, REPLACE AND

REPAINT GYP BOARD TO MATCH

EXISTING AS REQUIRED

NEW GRADE PER CIVIL ENGINEER

CLEAN AND PREP EXISTING

FOUNDATION TO RECEIVE NEW

WATERPROOFING AND FOUNDATION

DRAINAGE MEDIUM

REPAIR / REPLACE ALL CEILINGS AND

WALL FINISHES REMOVED TO INSTALL

TEMPORARY SHORING, TYP. ASSEMBLY

AND FINISH TO MATCH EXISTING

A501

T.O. FOOTING

99' - 1 1/2"

TOP PLATE

116' - 9"

T.O. STONE

112' - 9"

A

SHOP FLOOR

100' - 0"

T.O. CMU

102' - 4"

MEZZANINE

109' - 8 1/4"

T.O. CURB

100' - 4"

(E)

CUSTODIAN

TIE IN NEW WEATHER RESISTIVE

BARRIER AND SIDING INTO EXISTING.

NEW SIDING FINISH AND ORIENTATION

TO MATCH EXISTING

REMOVE EXISTING GRADE PER CIVIL

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING. FILL

DISTURBED CAVITIES SOLID WITH BATT

INSULATION. REPAIR, REPLACE AND

REPAINT GYP BOARD TO MATCH

EXISTING AS REQUIRED

NEW GRADE PER CIVIL ENGINEER

CLEAN AND PREP EXISTING

FOUNDATION TO RECEIVE NEW

WATERPROOFING AND FOUNDATION

DRAINAGE MEDIUM

REPAIR / REPLACE ALL CEILINGS AND

WALL FINISHES REMOVED TO INSTALL

TEMPORARY SHORING, TYP. ASSEMBLY

AND FINISH TO MATCH EXISTING

A500

1. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION SCHEDULING, EXTENTS AND

SAFETY WITH BUILDING OCCUPANTS. FACILITY TO

REMAIN IN USE DURING CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL REMAINING FINISHES AND

EQUIPMENT WITHIN THE FACILITY AS REQUIRED

TO AVOID DAMAGE.

3. STRUCTURAL COMPONENTS (TRUSSES,

COLUMNS, BEAMS) TO REMAIN UNMODIFIED

UNLESS OTHERWISE NOTED.

GENERAL NOTES

NEW CONSTRUCTION TO REPLACE

EXISTING

EXISTING TO REMAIN

ELEVATION / SECTION GRAPHIC LEGEND

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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A401

ENLARGED WALL

SECTIONS

3/4" = 1'-0"

EAST SECTION AT RESTROOM

3/4" = 1'-0"

SOUTH SECTION AT CUSTODIAN

NEW BITUTHENE FLEXIBLE FLASHING AT

WALL BASE

NEW METAL WALL PANEL TO MATCH

EXISTING TO REMAIN ABOVE. PROVIDE

NEW FURRING TO ALIGN TO EXISTING

AS REQUIRED. INSTALL PER

MANUFACTURER'S REQUIREMENTS

NEW SLOPED PREFINISHED FLASHING

TO MATCH METAL PANEL METAL MIN 4"

ABOVE / BELOW TOP OF CURB

EXISTING SLAB

AND

FOUNDATION TO

REMAIN

LAP NEW WEATHER RESISTIVE BARRIER

OVER FLASHING

MIN R-20 RIGID INSULATION BOARD W/

BEVELED TOP, EXTEND TO TOP OF

FOOTING

NEW CANT BEAD OF CONT LIQUID

SEALANT

NEW METAL WALL VENEER SYSTEM

TRIM WITH WEEP HOLES

CLEAN AND PREP (E) FOUNDATION

AND INSTALL NEW FLUID APPLIED

FOUNDATION WATERPROOFING.

TREMCO TREMPROOF OR APPROVED

EQUAL. INSTALL PER

MANUFACTURER'S REQUIREMENTS

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING AND NEW

SHEATHING. FILL DISTURBED CAVITIES

SOLID WITH BATT INSULATION. REPAIR,

REPLACE AND REPAINT GYP BOARD TO

MATCH EXISTING AS REQUIRED

NEW GRADE PER CIVIL ENGINEER

TIE IN NEW METAL PANEL CLADDING TO

MATCH EXISTING

EXISTING GRADE TO BE REMOVED. RE:

CIVIL ENGINEERING DRAWINGS

LAP EXSTING WRB OVER NEW FULLY

ADHERED WRB MIN 6". REVERSE LAPS

NOT ALLOWED. CLEAN AND PREP

EXISTING SHEATHING TO REMAIN TO

RECEIVE NEW ADHERED WRB. PRIMER

AND VAPROBOND TOOLING PER

MANUFACTURER'S REQUIREMENTS

MAY BE NECESSARY

R-20 RIGID INSULATION TO TOTAL 36" MINIMUM

COMBINED VERTICAL AND HORIZONTAL

EXISTING SLAB

AND

FOUNDATION TO

REMAIN

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING. FILL

DISTURBED CAVITIES SOLID WITH BATT

INSULATION. REPAIR, REPLACE AND

REPAINT GYP BOARD TO MATCH

EXISTING AS REQUIRED

REPAIR OR REPLACE DAMAGED

EXISTING STONE VENEER AS

REQUIRED

NEW DARK BRONZE SLOPED

PREFINISHED FLASHING MIN 4" BELOW

TOP OF CURB. SAW CUT INTO EXISTING

STONE JOINT

MIN R-20 RIGID INSULATION BOARD W/

BEVELED TOP, EXTEND TO TOP OF

FOOTING

CLEAN AND PREP (E) FOUNDATION

AND INSTALL NEW CONTINUOUS

DRAINAGE MEDIUM (ONLY AT

LOCATIONS WITH FRENCH DRAIN

SPECIFIED BY CIVIL ENGINEER) OVER

NEW FLUID APPLIED FOUNDATION

WATERPROOFING. TREMCO

TREMPROOF 250GC AND TREMDRAIN

1000PF OR APPROVED EQUAL.

INSTALL PER MANUFACTURER'S

REQUIREMENTS

R-20 RIGID INSULATION TO TOTAL 36" MINIMUM

COMBINED VERTICAL AND HORIZONTAL

NEW GRADE PER CIVIL ENGINEER

EXISTING GRADE TO BE REMOVED. RE:

CIVIL ENGINEERING DRAWINGS

NEW SLOPED FRENCH DRAIN

PER CIVIL ENGINEER

GRAVEL FILL AND FILTER

FABRIC AT FRENCH DRAIN

LOCATIONS

3/4" CANT OF TREMCO DYMONIC 100

PRIOR TO APPLICATION OF FLUID-

APPLIED WATERPROOFING.

INSTALL PER MANUFACTURER'S

REQUIREMENTS

NEW CONSTRUCTION TO REPLACE

EXISTING

EXISTING TO REMAIN

GRAPHIC LEGEND

1. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION SCHEDULING, EXTENTS AND

SAFETY WITH BUILDING OCCUPANTS. FACILITY TO

REMAIN IN USE DURING CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL REMAINING FINISHES AND

EQUIPMENT WITHIN THE FACILITY AS REQUIRED

TO AVOID DAMAGE.

3. STRUCTURAL COMPONENTS (TRUSSES,

COLUMNS, BEAMS) TO REMAIN UNMODIFIED

UNLESS OTHERWISE NOTED.

GENERAL NOTES

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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A500

EXTERIOR DETAILS

3" = 1'-0"

NEW SIDING AT NEW GRADE

3" = 1'-0"

EXISTING STONE AT NEW GRADE

EXISTING SLAB

AND

FOUNDATION TO

REMAIN

REFERENCE STRUCTURAL FOR REPAIR

TO EXISTING WALL FRAMING. FILL

DISTURBED CAVITIES SOLID WITH BATT

INSULATION. REPAIR, REPLACE AND

REPAINT GYP BOARD TO MATCH

EXISTING AS REQUIRED

REPAIR OR REPLACE DAMAGED

EXISTING STONE VENEER AS

REQUIRED

NEW DARK BRONZE SLOPED

PREFINISHED FLASHING MIN 4" BELOW

TOP OF CURB. SAW CUT INTO EXISTING

CMU JOINT

NEW GRADE PER CIVIL ENGINEER

EXISTING GRADE TO BE REMOVED. RE:

CIVIL ENGINEERING DRAWINGS

REPAIR AND CLEAN EXISTING CMU

THOROUGHLY. PREP FOR AND APPLY

CONCRETE WATERPROOF COLOR

COATING PER MANUFACTURER

REQUIREMENTS, SHERWIN WILLIAMS

LOXON XP OR APPROVED EQUAL.

COORDINATE WITH ARCHITECT ON

COLOR AND PROVIDE MOCKUP FOR

OWNER REVIEW

MIN R-20 RIGID INSULATION BOARD W/

BEVELED TOP, EXTEND TO TOP OF

FOOTING

CLEAN AND PREP (E) FOUNDATION

AND INSTALL NEW CONTINUOUS

DRAINAGE MEDIUM (ONLY AT

LOCATIONS WITH FRENCH DRAIN

SPECIFIED BY CIVIL ENGINEER) OVER

NEW FLUID APPLIED FOUNDATION

WATERPROOFING. TREMCO

TREMPROOF 250GC AND TREMDRAIN

1000PF OR APPROVED EQUAL.

INSTALL PER MANUFACTURER'S

REQUIREMENTS

NEW SLOPED FRENCH DRAIN

PER CIVIL ENGINEER

GRAVEL FILL AND FILTER

FABRIC AT FRENCH DRAIN

LOCATIONS

3/4" CANT OF TREMCO DYMONIC 100

PRIOR TO APPLICATION OF FLUID-

APPLIED WATERPROOFING.

INSTALL PER MANUFACTURER'S

REQUIREMENTS

R-20 RIGID INSULATION TO TOTAL 36" MINIMUM

COMBINED VERTICAL AND HORIZONTAL

NEW CONSTRUCTION TO REPLACE

EXISTING

EXISTING TO REMAIN

GRAPHIC LEGEND

1. GENERAL CONTRACTOR TO COORDINATE

CONSTRUCTION SCHEDULING, EXTENTS AND

SAFETY WITH BUILDING OCCUPANTS. FACILITY TO

REMAIN IN USE DURING CONSTRUCTION.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR PROTECTING ALL REMAINING FINISHES AND

EQUIPMENT WITHIN THE FACILITY AS REQUIRED

TO AVOID DAMAGE.

3. STRUCTURAL COMPONENTS (TRUSSES,

COLUMNS, BEAMS) TO REMAIN UNMODIFIED

UNLESS OTHERWISE NOTED.

GENERAL NOTES

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

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EXTERIOR DETAILS

3" = 1'-0"

EXISTING CMU AT NEW GRADE

STATEMENT OF SPECIAL INSPECTIONS - 2021 IBC

THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF THE 2021

INTERNATIONAL BUILDING CODE (IBC SECTION 1704 AND 1705).

SPECIAL INSPECTIONS AND TESTS APPLICABLE TO THIS PROJECT:

SPECIAL INSPECTORS SHALL REFER TO THE APPROVED PLANS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ANY ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND

SPECIFICATIONS WILL ALSO BE PERFORMED.

SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND

SPECIFICATIONS, THIS STATEMENT AND IBC CHAPTER 17.

OWNER SHALL EMPLOY ONE OF MORE APPROVED AGENCIES TO PERFORM SPECIAL INSPECTIONS AND TEST AS

REQUIRED IN IBC SECTION 1704.2 AND WITH THE JURISDICTION HAVING AUTHORITY.

A FINAL SPECIAL INSPECTION REPORT SHALL BE SUBMITTED TO OWNER, THE AUTHORITY HAVING JURISDICTION, AND THE STRUCTURAL ENGINEER IN RESPONSIBLE CHARGE IN ACCORDANCE WITH IBC SECTION 1704.2.4.

DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER, THE AUTHORITY HAVING

JURISDICTION AND THE STRUCTURAL ENGINEER ONCE DISCOVERED.

THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT THE

OWNER WILL:

• REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE

INSPECTIONS

• MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS ARE

QUALIFIED AND ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS STATEMENT OF SPECIAL INSPECTION

• REVIEW SUBMITTED INSPECTION REPORTS

• PERFORM INSPECTION AS REQUIRED BY IBC CHAPTER 17 AND ANY CITY/COUNTY/STATE STATUTE

REQUIREMENT

REQUIRED

REQUIRED

FREQUENCY & NOTES

PER SEOR

REF: IBC

SPECIAL INSPECTION

STRUCTURAL OBSERVATIONS FOR STRUCTURES

STRUCTURAL STEEL CONSTRUCTION

STAINLESS STEEL

COLD-FORMED STEEL DECKS

OPEN-WEB JOISTS

COLD-FORMED STEEL TRUSSES, SPAN >60 FT

METAL BUILDING SYSTEMS

CONCRETE CONSTRUCTION

WELDING OF REINFORCING BARS

MATERIAL TESTS

MASONRY CONSTRUCTION

EMPIRICAL, GLASS UNIT, VENEER (RISK CAT. IV) . . .

VERTICAL MASONRY FOUNDATION ELEMENTS

WOOD CONSTRUCTION

HIGH-LOAD DIAPHRAGMS

METAL-PLATE-CONNECTED TRUSSES, SPAN>60FT . .

MASS TIMBER CONSTRUCTION

SOILS

DRIVEN DEEP FOUNDATIONS

CAST IN PLACE DEEP FOUNDATIONS

HELICAL PILE FOUNDATIONS

STRUCTURAL INTEGRITY OF DEEP FOUNDATION

ELEMENTS

FABRICATED ITEMS

WIND RESISTANCE

STRUCTURAL WOOD

COLD-FORMED STEEL LIGHT-FRAME CONST

WIND-RESISTING COMPONENTS

SEISMIC RESISTANCE

TESTING FOR SEISMIC RESISTANCE

SEALING OF MASS TIMBER

CODE REFERENCE

(IBC 1704.6.1)

(IBC 1705.2.1)

(IBC 1705.2.2)

(IBC 1705.2.3)

(IBC 1705.2.4)

(IBC 1705.2.5)

(IBC 1705.2.6)

(IBC 1705.3)

(IBC 1705.3.1)

(IBC 1705.3.2)

(IBC 1705.4)

(IBC 1705.4.1)

(IBC 1705.4.2)

(IBC 1705.5)

(IBC 1705.5.1)

(IBC 1705.5.2)

(IBC 1705.5.3)

(IBC 1705.6)

(IBC 1705.7)

(IBC 1705.8)

(IBC 1705.9)

(IBC 1705.10)

(IBC 1705.11)

(IBC 1705.12)

(IBC 1705.12.1)

(IBC 1705.12.2)

(IBC 1705.12.3)

(IBC 1705.13)

(IBC 1705.14)

(IBC 1705.20)

STRUCTURAL DRAWING INDEX

SHEET

NUMBER SHEET NAME 07

/1 7/

IF

C

P A

C K

A G

E

S000 STRUCTURAL COVER SHEET ■

S001 GENERAL NOTES ■

S101 LEVEL 1 - FLOOR PLAN ■

S102 MEZZANINE - FLOOR PLAN ■

S601 WOOD FRAMING DETAILS ■

S602 WOOD FRAMING DETAILS ■

81 CRESCENT PLACE

GLENWOOD SPRINGS

COLORADO, 81601

rosenfeld-design.com

JOB NO.

SHEET NO.

TEL: 719.439.3335

ROSENFELD

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S000

STRUCTURAL

COVER SHEET

S000

1 3D RENDERING (FOR REFERENCE ONLY)

STRUCTURAL ABBREVIATIONS

@ AT

AB ANCHOR BOLT

ADDNL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT OR ARCHITECTURAL

AVE AVERAGE

B/ OR BO BOTTOM OF

BAL BALANCE

BLDG BUILDING

BLKG BLOCK OR BLOCKING

BM BEAM

BOC BOTTOM OF CONCRETE

BOD BOTTOM OF DECK

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BTWN BETWEEN

CANT CANTILEVER

CC CENTER TO CENTER

CFMF COLD FORMED METAL FRAMING

CFMS COLD FORMED METAL STUDS

CIP CAST IN PLACE

CJ CONTROL JOINT OR CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT OR CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTR(D) CENTER(ED)

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DFS DEFERRED SUBMITTAL

DIA OR Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DP DEEP

DTL DETAIL

DWG DRAWING

DWL DOWEL

E-W EAST WEST

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION OR ELEVATOR

ENGR ENGINEER

EOR ENGINEER OF RECORD

EQ EQUAL

EQUIV EQUIVALENT

ES EACH SIDE

STRUCTURAL ABBREVIATIONS

EW EACH WAY

EXIST OR (E) EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FABRICATION

FDN FOUNDATION

FF FAR FACE OR FINISHED FLOOR

FLG FLANGE

FLR FLOOR

FS FAR SIDE

FT FOOT OR FEET

FTG FOOTING

GA GAGE OR GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GLU-LAM GLUE LAMINATED

GR GRADE

H.A.S. HEADED ANCHOR STUD

HORIZ HORIZONTAL

HT HEIGHT

I.F. INSIDE FACE

ID INSIDE DIAMETER

IN INCH OR INCHES

INFO INFORMATION

INT INTERIOR

ISO ISOLATION

JST JOIST

JT JOINT

K KIP = 1000 LBS

LB(S) POUND(S)

LCD COMPRESSION DEVELOPMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LDH HOOK DEVELOPMENT LENGTH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG. LONGITUDINAL

LSH LONG SIDE HORIZONTAL

LSL LAMINATED STRAND LUMBER

LSV LONG SIDE VERTICAL

LTD TENSION DEVELOPMENT LENGTH/CLASS A

TENSION LAP SPLICE LENGTH

LTS TENSION LAP SPLICE LENGTH (CLASS B)

LVL LAMINATED VENEER LUMBER

LWC LIGHTWEIGHT CONCRETE

MAX MAXIMUM

MECH MECHANICAL

MEP MECH/ELEC/PLUMB

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

N-S NORTH SOUTH

NF NEAR FACE

NO. OR # NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL-WEIGHT CONCRETE

O.F. OUTSIDE FACE

STRUCTURAL ABBREVIATIONS

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OVS OVERSIZED

PAF POWER ACTUATED FASTENER

PC PRECAST

PCF POUNDS PER CUBIC FOOT

PE PRE-ENGINEERED

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

QTY QUANTITY

RE: OR REF REFER TO (REFERENCE)

REINF REINFORCED OR REINFORCING

REQD REQUIRED

REQT(s) REQUIREMENTS

RO ROUGH OPENING

ROF RANDOM ORIENTED FIBER

SCHED SCHEDULE

SECT SECTION

SIM SIMILAR

SIP STRUCTURALLY INSULATED PANEL

SLRS SEISMIC LOAD RESISTING SYSTEM

SOG SLAB-ON-GRADE

SOV SLAB-ON-VOID

SP(S) SPACE(S)

SPECS SPECIFICATIONS

SQ SQUARE

STD STANDARD

STIFF STIFFENER

STL STEEL

STR STRUCTURE OR STRUCTURAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. OR T/ TOP OF

TBR TO BE REMOVED

THK THICK OR THICKNESS

TL TOTAL LOAD

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOPG TOPPING

TOS TOP OF STEEL

TR TRUSS

TYP TYPICAL

ULT ULTIMATE

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WD WOOD

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

WWR WELDED WIRE REINFORCING

ISSUE: DATE:

IFC PACKAGE 07/17/2026

07-17-26

1. GOVERNING DESIGN CODES & STANDARDS:

A. AUTHORITY HAVING JURISDICTION: STATE OF COLORADO

B. GENERAL:

a. 2021 IBC: "INTERNATIONAL BUILDING CODE, 2021"

b. 2021 IEBC: "INTERNATIONAL EXISTING BUILDING CODE, 2021"

C. LOADS:

a. ASCE 7-16: "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"

D. CONCRETE:

a. ACI 301-10: "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS"

b. ACI 318-19: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

E. MASONRY:

a. TMS 402-16: "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES"

b. TMS 602-16: "SPECIFICATION FOR MASONRY STRUCTURES"

F. WOOD:

a. NDS 2018: "NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION"

01-GENERAL REQUIREMENTS

2. SPECIAL INSPECTION REQUIREMENTS AND QUALITY CONTROL:

A. SEE "STATEMENT OF SPECIAL INSPECTIONS" FOLLOWING GENERAL NOTES FOR INSPECTION REQUIREMENTS.

4. BUILDING CONSTRUCTION INFORMATION:

A. BUILDING CONSTRUCTION TYPE: TYPE V

2. POST-INSTALLED ANCHORS INTO CONCRETE:

A. PROVIDE POST-INSTALLED, CONCRETE ANCHORS AS SHOWN IN THE CONTRACT DOCUMENTS AND IN THE

SPECIFICATIONS.

B. ANCHORS SUPPORTING NON-FIREPROOFED STRUCTURAL FRAMING. ANCHOR INSTALLATION SHALL BE

INSPECTED IN ACCORDANCE WITH THE REQUIREMENTS FOR SPECIAL INSPECTIONS. ANCHORS SHALL BE ONE

OF THE FOLLOWING AS INDICATED ON PLANS AND DETAILS:

a. HILTI HDA UNDERCUT OR KWIK BOLT TZ ANCHORS

b. SIMPSON TORQ-CUT OR STRONG-BOLT 2 ANCHORS

c. DEWALT CCU+ UNDERCUT OR POWER-STUD+ SD1

d. RED HEAD TRUBOLT+ WEDGE ANCHOR BY ITW

C. ANCHORS SUPPORTING MISCELLANEOUS FRAMING SHALL BE AS SHOWN IN THE PLANS AND DETAILS. IF NOT

OTHERWISE SPECIFIED, THE ANCHORS SHALL BE ONE OF THE FOLLOWING:

a. HILTI KWIK BOLT TZ

b. SIMPSON STRONG-BOLT 2

c. DEWALT POWER-STUD+ SD1

d. RED HEAD TRUBOLT+ WEDGE ANCHOR BY ITW

D. ANCHORS SUPPORTING ARCHITECTURAL COMPONENTS, ELECTRICAL AND MECHANICAL EQUIPMENT SHALL BE

ONE OF THE FOLLOWING AS INDICATED ON PLANS AND DETAILS:

a. HILTI HDI

b. SIMPSON DROP-IN

c. DEWALT SNAKE+

d. RED HEAD MULTI-SET II DROP IN.

E. ANCHORS ATTACHING LIGHT-GAGE STEEL FRAMING TO CONCRETE SHALL BE ONE OF THE FOLLOWING AS

INDICATED ON PLANS AND DETAILS:

a. HILTI LOW-VELOCITY X-U UNIVERSAL POWDER DRIVEN TRACK FASTENERS

b. SIMPSON PDPA POWDER DRIVEN FASTENERS

c. DEWALT CSI SPIRAL DRIVE PINS

d. RAMSET TRUE EMBEDMENT (TE) POWER DRIVEN FASTENER

F. PRIOR TO ANCHOR INSTALLATION, LOCATE EXISTING REINFORCING WITHIN CONCRETE SUBSTRATE. DO NOT DAMAGE EXISTING REINFORCING DURING INSTALLATION. CONTACT THE STRUCTURAL ENGINEER IF ANCHOR

LOCATION CONFLICTS WITH EXISTING REINFORCING.

G. PRODUCT SUBSTITUTION: THE CONTRACTOR MAY SUBMIT ALTERNATE ANCHORS FOR REVIEW AND APPROVAL PROVIDED THE ACCOMPANYING PRODUCT DATA IS SATISFACTORY TO THE ENGINEER FOR

COMPARISON TO THE SPECIFIED ANCHORS.

1. COORDINATION:

A. THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH ELEMENTS

IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED, CONNECTED, AND/OR BRACED.

B. THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE

GENERAL CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE, NOT EVERY DETAIL IS ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS ADDRESSED.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR RESOLUTION.

CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE ARCHITECT AND

STRUCTURAL ENGINEER FROM ALL CONSEQUENCES.

D. UNLESS OTHERWISE SPECIFICALLY INDICATED, THE STRUCTURAL DRAWINGS DO NOT DESCRIBE

METHODS OF CONSTRUCTION.

E. CONFLICTS WITHIN THE STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE STRUCTURAL ENGINEER

FOR RESOLUTION BEFORE PROCEEDING WITH MODIFICATIONS OR ADJUSTMENT.

F. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE MECHANICAL AND ELECTRICAL EQUIPMENT PURCHASED WITH INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING, BUT NOT LIMITED

TO, EQUIPMENT LOCATION, SIZE, WEIGHT, OPENINGS AND SUPPORT REQUIREMENTS. REPORT

DIFFERENCES TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK.

G. EXISTING CONDITIONS: THE STRUCTURAL DRAWINGS HAVE BEEN PREPARED USING AVAILABLE INFORMATION OF EXISTING CONDITIONS. NO ATTEMPT HAS BEEN MADE TO VERIFY EXISTING CONDITIONS AGAINST INFORMATION RECEIVED FROM THE CLIENT OR OTHER SOURCES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPARE THE EXISTING CONDITIONS TO THE INFORMATION SHOWN ON THE DRAWINGS AND NOTIFY THE ARCHITECT OF ANY DIFFERENCES BEFORE PROCEEDING WITH THE WORK.

2. SUBSTITUTIONS:

A. SUBSTITUTIONS ARE NOT ALLOWED WITHOUT APPROVAL FROM THE ARCHITECT AND STRUCTURAL ENGINEER. REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY PROPER INFORMATION NECESSARY TO EVALUATE THE SUBSTITUTION AND COMPENSATION FROM THE CONTRACTOR MAY BE REQUIRED TO

CONDUCT THE EVALUATION PROCESS.

3. REQUIRED SUBMITTALS:

A. SUBMIT SHOP DRAWINGS, CALCULATIONS, PRODUCT DATA AND OTHER PERTINENT INFORMATION FOR THE

FOLLOWING ITEMS FOR REVIEW BY THE ARCHITECT AND ENGINEER. WORK SHALL NOT PROCEED UNTIL ALL SUBMITTALS RELATED TO THE WORK HAVE BEEN REVIEWED AND ACCEPTED. THE CONTRACTOR SHALL SUBMIT COPIES OF ALL SUBMITTALS TO THE BUILDING DEPARTMENT AFTER REVIEW BY THE ARCHITECT

AND/OR ENGINEER OF RECORD WHEN REQUIRED.

a. PRODUCT DATA

22, 23, 26-MECHANICAL AND ELECTRICAL TRADES

1. PRECEDENCE:

A. STRUCTURAL FRAMING COMPONENTS, INCLUDING BUT NOT LIMITED TO WOOD FRAMING, CONCRETE

FRAMING, REINFORCING AND EMBEDMENTS SHALL TAKE PRECEDENCE OVER MECHANICAL, PLUMBING

AND ELECTRICAL (MEP) ITEMS.

B. STRUCTURAL FRAMING COMPONENTS SHALL NOT BE MOVED, ADJUSTED OR OTHERWISE MODIFIED FROM THE STRUCTURAL DRAWINGS TO ACCOMMODATE OTHER DISCIPLINES WITHOUT APPROVAL FROM THE

STRUCTURAL ENGINEER.

2. COORDINATION:

A. THE GENERAL CONTRACTOR AND MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL VERIFY

PURCHASED EQUIPMENT AND REQUIRED OPENINGS THROUGH FLOORS, ROOF AND WALLS ARE IN

AGREEMENT WITH THE DESIGN INFORMATION SHOWN ON THE DRAWINGS.

B. DIFFERENCES OR CONFLICTS BETWEEN THE DRAWINGS AND MECHANICAL AND ELECTRICAL

REQUIREMENTS SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

C. PENETRATIONS: THE GENERAL CONTRACTOR SHALL SUBMIT COORDINATED AND DIMENSIONED

DRAWINGS SHOWING ALL MECHANICAL, PLUMBING AND ELECTRICAL PENETRATIONS FOR REVIEW AND

APPROVAL AT LEAST THREE WEEKS PRIOR TO STARTING THE WORK..

3. SUPPORT OF EQUIPMENT:

A. SUPPORT OF MECHANICAL, PLUMBING AND ELECTRICAL ITEMS SUSPENDED FROM WOOD FRAMED FLOOR

AND ROOF, INCLUDING DETERMINATION OF NUMBER AND POSITION OF FASTENERS, IS THE

RESPONSIBILITY OF THE CONTRACTOR.

ZONE

ROOF ZONES

WIND

SUCTION

WIND

PRESSURE

16.0

PSF

NOTES:

1. PRESSURES LISTED ABOVE ARE ULTIMATE IN ACCORDANCE WITH ASCE 7.

2. VALUES ARE CALCULATED IN ACCORDANCE WITH "PART 1" IN CHAPTER 30.2 OF ASCE 7: "LOW-RISE

BUILDINGS WITH H<60FT, FOR ENCLOSED OR PARTIALLY ENCLOSED BUILDINGS".

3. REFER TO ASCE 7, FIGURES 30.3-1 THROUGH 30.3-8 FOR DEFINITION OF ZONES.

4. VALUES ARE FOR EFFECTIVE WIND AREAS OF 10 SQUARE FEET OR LESS. VALUES MAY BE REDUCED FOR

AREAS GREATER THAN 10 SQUARE FEET IN ACCORDANCE WITH PROCEDURES GIVEN IN ASCE 7.

5. VALUES WERE DETERMINED AT A MEAN ROOF HEIGHT OF 118.5 FT. WIND PRESSURE VALUES MAY BE

REDUCED FOR COMPONENTS AT LOWER ELEVATIONS IN ACCORDANCE WITH PROCEDURES GIVEN IN

ASCE 7.

6. DESIGNED FOR BASE PRESSURE, qh = ± 28.4 PSF, 'a' = 8.0 FT.

7. PRESSURE INDICATES LOAD ACTING TOWARDS SURFACES. SUCTION INDICATES LOAD ACTING AWAY

FROM SURFACES.

8. COMPONENTS AND CLADDING SHALL BE DESIGNED FOR MAXIMUM PRESSURE AND SUCTION ACTING

INDEPENDENTLY.

-44.8

PSF

1' 2 2e 2n 2r 3 3e 3r

LOCATION

4 5

WALL ZONES

N/A 16.0

PSF

-70.3

PSF

16.0

PSF

-95.9

PSF

30.6

PSF

-30.6

PSF

30.6

PSF

-56.1

PSF

EXPLANATION OF SECTION DIAGRAM USED (PLAN SHEET)

EXPLANATION OF SECTION DIAGRAM USED (DETAIL SHEET)

SECTION IDENTIFICATION

STRUCTURAL SHEET WHERE

SECTION IS DRAWN

SECTION IDENTIFICATIONSTRUCTURAL SHEET WHERE

SECTION IS FIRST CUT

STRUCTURAL SHEET WHERE

SECTION IS DRAWN

8. PRECAUTIONARY NOTES ON STRUCTURAL BEHAVIOR:

A. INTERIOR ARCHITECTURAL FINISH DETAILING MUST ACCOMMODATE THE RELATIVE DIFFERENTIAL

MOVEMENTS OF SUPPORTING STRUCTURAL ELEMENTS.

B. WHERE THE ROOF FRAMING ELEMENT SPANS ARE LONG, APPLIED LOADING WILL NATURALLY CAUSE

SUBSTANTIAL DEFLECTION. INTERIOR ELEMENTS HUNG FROM THE ROOF STRUCTURE WILL DEFLECT WITH

THE ROOF.

C. THE FLOOR IS A FLOATING CONCRETE SLAB-ON-GRADE AND MAY EXPERIENCE MOVEMENTS INDEPENDENT OF THE STRUCTURAL FOUNDATIONS. INTERIOR ELEMENTS SUPPORTED ON THE SLAB-ON-GRADE FLOOR WILL

MOVE WITH THE FLOOR. INTERIOR ELEMENTS SUPPORTED ON FOUNDATIONS AND COLUMNS WILL NOT

EXPERIENCE SIMILAR OR MEASURABLE MOVEMENTS.

D. EXTERIOR/PERIMETER WALL ASSEMBLIES HUNG FROM THE EDGE OF THE BUILDING STRUCTURE WILL BE

DIRECTLY AFFECTED (TO SOME DEGREE) BY CHANGES IN EXTERNAL TEMPERATURE AND FLOOR DEFLECTION.

E. EXTERIOR/PERIMETER AND INTERIOR ARCHITECTURAL FINISH DETAILS SHOULD ALLOW FOR RELATIVE

MOVEMENTS BETWEEN ELEMENTS WITH DIFFERENT SUPPORT CONDITIONS.

B. DESCRIPTION OF EXISTING LATERAL LOAD-RESISTING SYSTEM:

a. THE LATERAL LOAD-RESISTING ELEMENTS THAT PROVIDE LATERAL STRENGTH AND STABILITY OF THE

COMPLETED STRUCTURE ARE AS FOLLOWS:

• LIGHT-FRAMED (WOOD) SHEAR WALLS SHEATHED WITH WOOD STRUCTURAL PANELS.

b. THE DIAPHRAGM ELEMENTS WITHIN THE LATERAL LOAD-RESISTING SYSTEM ARE AS FOLLOWS:

• WOOD ROOF AND FLOOR SHEATHING, INCLUDING THE CONNECTIONS TO LATERAL LOAD-RESISTING

ELEMENTS.

c. SEE DETAILS FOR SPECIAL ERECTION CONSIDERATIONS AND LATERAL LOAD-RESISTING SYSTEM

COMPONENTS NOT LISTED HERE.

d. TEMPORARY BRACING: DURING BUILDING ERECTION, THE STEEL ERECTOR SHALL DETERMINE, FURNISH AND INSTALL ALL TEMPORARY SUPPORTS AND BRACING NECESSARY FOR LATERAL STABILITY OF THE SUPERSTRUCTURE UNTIL THE LATERAL LOAD-RESISTING ELEMENTS AND DIAPHRAGMS ARE IN

PLACE AND ALL CONNECTIONS ARE COMPLETE.

5. DESIGN LOAD CRITERIA

A. DEAD LOAD (EXISTING ROOF) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 PSF (ASSUMED) B. DEAD LOAD (EXISTING MEZZANINE) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF (ASSUMED) C. FLOOR LIVE LOADS (EXISTING MEZZANINE) . . . . . . . . . . . . . . . . . . . . . . 125 PSF (NON-REDUCIBLE) D. ROOF LIVE LOADS . . . . . . . . . . . . . . . . . . . . . . . SEE SNOW AND WIND LOADS BELOW (20 PSF MIN) E. RISK CATEGORY (IBC 1604.5) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III - INCREASED RISK

F. SNOW LOADS

a. GROUND SNOW LOAD, Pg . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35.5 PSF

b. FLAT ROOF SNOW LOAD, Pf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40.0 PSF

c. SNOW EXPOSURE FACTOR, Ce . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.9

d. SNOW LOAD IMPORTANCE FACTOR, IS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1

e. THERMAL FACTOR, Ct . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1

G. SEISMIC LOADS:

a. SEISMIC IMPORTANCE FACTOR, IE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.25

b. SS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.308

c. S1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.075

d. SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D (ASSUMED)

e. SDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.319

f. SD1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.12

g. SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B

h. DESIGN SEISMIC FORCE RESISTING SYSTEM (S):

• LIGHT-FRAMED (WOOD) SHEAR WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR

SHEAR RESISTANCE. (R=6.5)

i. DESIGN BASE SHEAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.9 KIPS

j. SEISMIC RESPONSE COEFFICIENT, CS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.032

k. RESPONSE MODIFICATION FACTOR, R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.5

l. OVERSTRENGTH FACTOR, ΩO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.5

m. DEFLECTION AMPLIFICATION FACTOR, Cd

n. ANALYSIS PROCEDURE USED . . . . . . . . . . . . EQUIVALENT LATERAL FORCE ANALYSIS (ASCE-7 12.8)

H. RAIN LOADS:

a. RETURN PERIOD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 YEAR

b. ONE-HOUR RAINFALL INTENSITY, i60 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.32 IN/HR

c. 15-MINUTE RAINFALL INTENSITY, i15 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.51 IN/HR

d. TOTAL RAIN LOAD, R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27.5 PSF

I. WIND LOADS:

a. BASIC ULTIMATE WIND SPEED, VULT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 MPH

b. BASIC NOMINAL WIND SPEED, VASD . . . . . . . . . . . . . . . . . . .