COLORADO MOUNTAIN COLLEGE · 2018. 8. 24. · adequacy of foundation design. the contractor shall...

UP

Tectonic Copyright 2007


EXISTING ANDERSONMAINTENANCE BUILDING

(E) SNOW STORAGEAREA: 160 SF

(E) ELECTRICAL PAD

ADARESTROOM79 LF

EXISTING STORAGE BUILDING

3' - 0"

17 T @ 11"18 R @ 7"

38' - 8"

15' -

7"

18' - 3"

stor

a ge

3' -

0"

1330

BO

B AD

AMS

DR

IVE

STEA

MBO

AT S

PRIN

GS,

CO

LOR

ADO

804

77

THIRA PROJECT #1340

DATE ITEM9.9.13 PERMIT & BID SET

24 Maple Street P.O. Box 775264Steamboat Springs, CO 80477

(p) 970.819.2978 www.thirainc.com

ARCHITECTURE :: DESIGN-BUILDHISTORIC PRESERVATION

C COPYRIGHT 2013ANY UNAUTHORIZED USE OF THESE DOCUMENTS ISPROHIBITED WITHOUT THE WRITTEN CONSENT OFTHIRA INC.

COLO

RADO

MOU

NTAI

N C

OLLE

GEA

N D

E R S

O N

G A

R A

G E

A0.0

A0.0 INDEX, PROJECT INFO & NOTES

A1.0 FIRST & SECOND LEVEL FLOOR PLANSA2.0 EXTERIOR ELEVATIONSA3.0 BUILDING & WALL SECTIONSA4.0 DETAILS

S1.0 STRUCTURAL NOTES & DETAILSS2.0 FOUNDATION PLANS3.0 LOFT FLOOR FRAMING PLAN

FP-1 FIRE SPRINKLER PLANS- for information only

GENERAL NOTES1. ALL RIGHTS RESERVED. THE ARRANGEMENTS, DECISIONS, DETAILS AND CONCEPTS DEPICTEDHEREIN ARE THE SOLE PROPERTY OF THIRA INC. AND MAY NOT BE REPRODUCED IN ANY FORMWITHOUT ITS WRITTEN CONSENT.

1. BY CONTRACTURAL ARRANGEMENT, THESE CONSTRUCTION DOCUMENTS ARE LIMITED INDETAIL. THE OWNER HAS REQUESTED THE ARCHITECT TO PROVIDE PARTIAL ARCHITECTURAL ANDENGINEERING SERVICES. IF ADDITIONAL DETAILS OR GUIDANCE IS NECESSARY, THE CONTRACTORSHALL IMMEDIATLEY NOTIFY THE ARCHITECT. FAILURE TO GIVE NOTICE SHALL RELIEVE THEARCHITECT OF RESPONSIBILIY. DO NOT PROCEED IF THE DOCUMENTS ARE IN CONFLICT ORQUESTIONS ARISE. CONSULT THE ARCHITECT.

3. THESE DRAWINGS DO NOT INCLUDE ASPECTS OF CONSTRUCTION SAFETY. THE CONTRACTORSHALL MAINTAIN THE SITE IN AN ORDERLY AND SAFE CONDITION. ALL SAFETY AND PROTECTIONFOR PEOPLE AND PROPERTIES, AND COMPLIANCE WITH STATE AND FEDERAL SAFETYREGULATIONS ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

4. THE GENERAL CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR SATISFYING ALLAPPLICABLE CODES AND APPROVALS. OWNER WILL OBTAIN BUIDING PERMITS. THE CONTRACTORSHALL ARRANGE FOR ALL INSPECTIONS AND NOTIFY THE OWNER OF THEIR TIME. THIS PROJECT ISGOVERNED BY THE 2003 INTERNATIONAL BUILDING CODE INCLUDING LOCAL COUNTYAMENDMENTS. THE DRAWINGS AND SPECIFICATIONS SHALL NOT PERMIT WORK THAT DOES NOTCONFORM TO THESE CODES. THESE DRAWINGS REQUIRE THE CONTRACTOR AND EACHSUBCONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, ETC., TOCOMPLETE THE WORK WITHIN THE INDUSTRY OR TRADE STANDARDS.

5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT WHENTHERE IS A CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS.

6. THE CONTRACOTR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS ONTHE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. THE CONTRACTORIS RESPONSIBLE FOR NOTIFYING UTILITIES FOR FIELD LOCATED IN COMPLIANCE WITH COLORADOSTATE SENATE BILL 172, PARAGRAPH 9-1.5-103.

7. BY CONTRACTURAL ARRANGEMENT, UPON COMPLETION OF THE EXCAVATION THE OWNERSHALL RETAIN A SOILS ENGINEER TO INSPECT THE SUBSURFACE CONDITIONS TO DETERMINEADEQUACY OF FOUNDATION DESIGN. THE CONTRACTOR SHALL COORDINATE THE SOILSINSPECTION BEFORE FOOTING FORM WORK IS PLACED.

8. ANY ERRORS, OMISSIONS, OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THECONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND TOTHE OWENR BEFORE PROCEEDING WITH THE WORK.

9. SUBSTITUTION OF 'EQUAL' PRODUCTS IS ACCEPTABLE WITH THE ARCHITECTS VERBALCONSENT, FOLLOWED BY HIS/HER WRITTEN CONSENT. UNIQUE SPESIFIED ITEMS ARE INTENDEDAS A QUALITY SPECIFICATION AND MAY BE SUBSTITUTED WITH WRITTEN CONSENT.

10. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS OR SAMPLES AS MAY BENECESSARY TO DESCRIBE COMPLETELY THE DETAILS AND CONSTRUCTION OF THE WORK.

11. ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER MANUFACTUERES PRINTEDINSTRUCTIONS. THE SUBCONTRACTOR SHALL DELIVER TO THE OWNER COPIES OF INSTALLATIONAND OPERATION INSTRUCTIONS OF ALL DEVICES AND EQUIPMENT THAT ARRIVED PACKAGED WITHTHE EQUIPMENT.

12. ALL MATERIALS ARE TO BE NEW OR SCHEDULED AND ARE TO BE PROTECTED ON THE JOBSITEBEFORE AND DURING INSTALLATION.

13. VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL, MECHANICAL AND ELECTRICALDRAWINGS BEFORE THE ORDERING OF, OR INSTALLATION OF ANY ITEM OF WORK.

14. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE THEIR WORK.THEY SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE ANY CUTTING,NOTCHING OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STEEL, FRAMING, OR ANY OTHERSTRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL DESIGN.

15. BEFORE HOLES ARE DRILLED THROUGH STRUCTURAL MEMBERS FOR TRADE ACCESS,DRILLING SHALL BE VERIFIED BY THE ARCHITECT.

CODE REVIEW2006 INTERNATIONAL BUILDING CODE & ICC/ANSI A117.1-2003

ZONE: OPEN SPACE AND RECREATION (OR); SKYLINE OVERLAY ZONE; INCLUDES RIDGELINE

OCCUPANCY CLASSIFICATION: GROUP S-2 311.3 LOW-HAZARD STORAGE

CONSTRUCTION TYPE: TYPE V-B

AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT

NUMBER OF STORIES: 2 STORY (TWO STORIES ALLOWED PER TABLE 503)

GROSS SQUARE FOOTAGE: 3,000 SF

NET SQUARE FOOTAGE:MAIN LEVEL: 2,000 SFSECOND LEVEL: 1,000 SF

OCCUPANCY LOAD (TABLE 1004.1.1):MAIN LEVEL: 2,000/300= 7SECOND LEVEL 1,000/300= 4TOTAL OCCUPANTS 11

ALLOWABLE BUILDING AREA (TABLE 503, TYPE V-B): S-2 (LIMITED TO TWO STORIES) 13,500 SFBUILDINGS ON SAME LOT (503.1): 6,200 SF (EXISTING BUILDING) + 3,000 (NEW STORAGE) = 9,200 SF < 13,500 SFFRONTAGE INCREASE ALLOWABLE TO 22,000 SF

MAXIMUM HEIGHT OF BUILDING (TABLE 503): 40 FEET: ACTUAL HEIGHT = 27' < 40 FEET

FIRE RESISTANCE RATING REQUIREMENTS (TABLE 601 TYPE V-B):STRUCTURAL FRAME 0 HRBEARING WALLS- EXTERIOR 0 HRBEARING WALLS- INTERIOR 0 HRNON-BEARING WALLS/PARTITIONS INTERIOR 0 HRFLOOR CONSTRUCTION 0 HRROOF CONSTRUCTION 0 HR

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPERATION DISTANCE: BUILDING ON SAME LOT SECTION 503.1.3; TABLE 602, TYPE V-B

EXITS: (SECTION 1015 EXIT AND EXIT ACCESS DOORWAYS)SPACES WITH ONE MEANS OF EGRESS (TABLE 1015.1)OCCUPANCY S MAXIMUM OCCUPANT LOAD 29 > 11

BUILDINGS WITH ONE EXIT (TABLE 1019.2.1) OCCUPANCY S WITH 2 STORIES30 OCCUPANTS AND 75 FEET TRAVEL DISTANCE > 11 OCCUPANTS & 73 FEET

EGRESS:DOORS SHALL LEAD DIRECTLY TO THE EXIT DISCHARGE OR PUBLIC WAYDOOR WIDTH OF NOT LESS THAN 32 INCHES PER 1008.1.1WIDTH OF PASSAGEWAYS SHALL NOT BE LESS THAN 44"LANDING SHALL BE AT LEAST 5 FEET IN DIRECTION OF TRAVEL

ACCESSIBILITY ( ANSI A117.1):PROVIDE ACCESSIBLE ROUTE PER SECTION 1104ACCESSIBLE RESTROOM IS LOCATED AT ADJACENT BUILDING < 500'ACCESSBILE MEANS OF EGRESS PER 1007.1

PEDESTRIAN WALKWAYS PER 3104.2 SEPERATE STRUCTURES:EXCEPTION 1. BUILDINGS ON SAME LOT IN ACCORDANCE WITH SECTION 503.1.3.

FIRE PROTECTION:PORTABLE FIRE EXTINGUISHERS PER SECTION 906FIRE ALARM AND DETECTION SYSTEMS PER SECTION 907.2.1

GUARDSOPENING LIMITATIONS PER 1013.3 EXCEPTION 3 BALUSTER & RAILS 21 INCHES MAXIMUM

OWNER

SHEET INDEX

COLORADO MOUNTAIN COLLEGE831 GRAND AVENUEGLENWOOD SPRINGS, COLORADO 81601

PETER WALLER, FACILITIES [email protected]

ROBERT BECK, PHYSICAL PLANT MANAGERP. [email protected]

ARCHITECT

THIRA INC24 MAPLE STREETSTEAMBOAT SPRINGS, COLORADO 80477

CYD POUGIALES, AIA, LEED [email protected]

STRUCTURAL ENGINEER

MONROE & NEWELL ENGINEERS, INC70 BENCHMARK ROADAVON, COLORADO 81620

HANNES SPAEH, [email protected]

1" = 20'-0"1 EXISTING SITE PLAN

1/8" = 1'-0"2 CODE REVIEW FLOOR PLAN

SCOPE OF WORK SUMMARY

- INSTALL A 1000 SF SECOND LEVEL AT EXISTING STORAGEBUILDING COMPLETE WITH STAIR & GUARDRAIL

- REMOVE AND CAP INFRARED SPACE HEATER- COMPLETE INSTALLATION OF FIRE SUPPRESSION SYSTEM-

OWNER SHALL PROVIDE MATERIAL

ADD ALTERNATE:HOIST BEAM EXTENSION & GATE AT GUARDRAIL

UP

FD

FD

FD

FD



DN

A

1 3

C

1A3.0

2A3.0

1A4.0

B

40' - 0"

50' -

0"

STORAGE100

(E) FLOORDRAIN, TYP.

SECOND LEVEL ABOVE

NEW STAIR

(E) CONCRETE LANDING

8 1/

4"

2

1

3' - 0"

FIELD VERIFY CLEARANCEAT EXISTING STEEL COLUMN

GARAGE DOOR ABOVE

100'-0"6873.5'

V.I.F

. EXI

STIN

G O

UT-

TO-O

UT

STEE

L

V.I.F. EXISTING OUT-TO-OUT STEEL

17 T @ 11"18 R @ 7"

4"

(E) STRUCTURAL COLUMNRE: S2.0

3

A4.0

(E) FIRE DEPT. SPRINKLERCONNECTION - V.I.F.

(E) INSPECTOR'S TESTLOCATION - V.I.F.

3 2

A

1 3

C

1A3.0

2A3.0

1A4.0

B

2

STORAGE200

40' - 0"

50' -

0"

6

EXISTING HOISTBEAM ABOVE

25' -

0"

V.I.F

. EXI

STIN

G O

UT-

TO-O

UT

STEE

L

(E) AIR HANDLER ABOVE

EXISTING PENDANTLIGHT FIXTURE ABOVE,TYP.

(E) GARAGE DOOR ABOVE

EXISTING INFRAREDHEATER ABOVE

FIELD VERIFY CLEARANCEAT EXISTING STEEL COLUMN

V.I.F.

1' - 3"

4' - 0"

REMOVE & CAP EXISTINGINFRARED HEATERABOVE

ADD ALTERNATE:4' GATE ACCESS AT RAILINGFOR HOIST ACCESS- FIELDVERIFY LOCATION W/ OWNER

ADD ALTERNATE: NEWHOIST BEAM EXTENSIONREFER TO STRUCTURALS3.0

2

A4.0

5

3 24

15' -

7"

1330

BO

B AD

AMS

DR

IVE

STEA

MBO

AT S

PRIN

GS,

CO

LOR

ADO

804

77

THIRA PROJECT #1340






COLO

RADO

MOU

NTAI

N C

OLLE

GEA

N D

E R S

O N

G A

R A

G E

A1.0

GENERAL PLAN NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKEPRECEDENCE OVER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS BEFOREBEGINNING ANY WORK AND NOTIFY THE ARCHITECT OF ANY DIMENSIONDISCREPANCIES.

2. ALL DIMENSIONS ARE TO OUT-TO OUT STEEL CONSTRUCTION, UNLESSOTHERWISE NOTED.

3. NOTIFY ARCHITECT IMMEDIATELY UPON IDENTIFYING ANY DISCREPANCIESBETWEEN DRAWINGS.

4. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

5. FIELD VERIFY ALL EXISTING CONDITIONS.

6. OWNER SHALL DESIGN-BUILD NEW LIGHTING UNDER SECOND LEVEL TOCODE. ALL OTHER EXISTING LIGHTING TO REMAIN.

KEY PLAN NOTES1. NEW WOOD STAIR AND RAILING SYSTEM. RE: 1/A4.0

2. EXISTING FIRE SUPPRESSION SYSTEM. FIELD VERIFY LOCATION AND CLEARANCE WITH NEW SECONDLEVEL FRAMING.

3. EXISTING SPRINKLER TEST STATION. FIELD VERIFY LOCATION FOR FRAMING CLEARANCE.

4. EXISTING EMERGENCY EXIT SIGN AND LIGHT ABOVE DOOR. FIELD VERIFY LOCATION & CONFLICT WITHNEW SECOND LEVEL. DROP LIGHT FIXTURE BELOW NEW FLOOR.

5. EXISTING INFRARED CEILING MOUNTED HEATER. REMOVE AND CAP.

6. ADD ALTERNATE: 4' GATE AT GUARDRAIL. FIELD VERIFY W/OWNER.

1/4" = 1'-0"1 FIRST LEVEL 1/4" = 1'-0"2 SECOND LEVEL

122

EXISTING HEATER VENT

1330

BO

B AD

AMS

DR

IVE

STEA

MBO

AT S

PRIN

GS,

CO

LOR

ADO

804

77

THIRA PROJECT #1340






COLO

RADO

MOU

NTAI

N C

OLLE

GEA

N D

E R S

O N

G A

R A

G E

A2.0

1/4" = 1'-0"1 NORTH ELEVATION

1/4" = 1'-0"2 SOUTH ELEVATION

1/4" = 1'-0"3 WEST ELEVATION

1/4" = 1'-0"4 EAST ELEVATION

FOR INFORMATION ONLY

6855FIRST LEVEL

0' - 0"

T.O. PLATE18' - 0"

T.O. Footing-2' - 7"

13

LEVEL 2 STORAGE10' - 6"

2A3.0

1A4.0

min

. cle

ar

7' -

6"

2

STORAGE100

2

A4.0v.i.f. hoist gate 1' - 8"

FIRST LEVEL0' - 0"

T.O. PLATE18' - 0"

A C


1A3.0

B

STORAGE100

STORAGE200

3

A4.0

beam extension

4' - 0"

1330

BO

B AD

AMS

DR

IVE

STEA

MBO

AT S

PRIN

GS,

CO

LOR

ADO

804

77

THIRA PROJECT #1340






COLO

RADO

MOU

NTAI

N C

OLLE

GEA

N D

E R S

O N

G A

R A

G E

A3.0

1/4" = 1'-0"1 BUILDING SECTION & ELEVATION

1/4" = 1'-0"2 BUILDING SECTION

WALL ASSEMBLY LEGENDROOF

R-1 STANDING SEAM INSULATED METAL ROOF PANELS: 4" [R-33]

ON PRE-MANUFACTURED STEEL STRUCTURE

WALLS

W-1 CORRUGATED INSULATED METAL WALL PANELS: 2" [R-18] ONPRE-MANUFACTURED STEEL STRUCTURE

W-2 [DOUBLE] TRANSLUCENT WALL PANEL

FLOORS

F-1 SEALED CONCRETE SLAB- BROOM FINISH

F-2 3/4" TONGUE & GROOVE PLYWOOD FLOOR ONSTEEL BEAM & WOOD FLOOR JOIST CONSTRUCTION

SECTION KEY NOTES1. EXISTING INFRARED SPACE HEATER ABOVE-TO BE REMOVED

AND CAPPED

2. EXISTING SUSPENDED LIGHT FIXTURE, TYP.

3. NEW LIGHT FIXTURES BY OWNER

4. FIRE SUPPRESSION SYSTEM RE: FP-1

5. ADD ALTERNATE: EXTEND HOIST BEAM PER STRUCTURAL S3.0

6. EXISTING STEEL COLUMN

7. NEW WOOD GUARDRAIL WITH 21" MAX SPACING

R-1

W-1

F-1

W-2

W-1

W-2

F-1

R-1

F-2

2 TYP.

67

1

5

3

46

FIRST LEVEL0' - 0"


3' -

6"

3

A4.0

max

1' -

9"

max

1' -

9"

DOUBLE 1 3/4" x 14" WOODSTRINGER EACH SIDE RE: S3.0[SAND & SEAL]

2x12 WOOD TREADS [SAND & SEALED] WITH ARMSTRONGRUBBER STAIR TREADS R6C61018, OR EQUAL

4x4 WOOD GUARDRAILBOTH SIDES

HANDRAIL BOTH SIDES

3' -

0"

1' - 8"


B

3"1'

- 9"

1' -

9"

3' -

6"

4x4 POST @ 1'-8" SPACING[SAND & SEALED]

3/4" T&G PLYWOOD FLOOR [SEALED ALL SIDES]RE: STRUCTURAL

NEW LVL BEAMRE: S3.0

STEEL ANGLERE: 1/S3.0

3/4" x 7" LAG-BOLTW/ WASHER

FLOOR JOISTRE: STRUCTURAL S3.0

NOTE:PROVIDE BOLT CONNECTION TO WITHSTAND200 lb LATERAL FORCE AT GUARDRAIL, TYP.

8"

2x4 GUARDRAIL[SAND & SEALED]

2x6 HORIZONTAL RAIL[SAND & SEALED]

8 3/4"

min

3' - 0"

min

cen

tere

d

1' -

9"

5"4"

5"

abov

e no

sing

& la

ndi n

g

3' -

0"

min

cen

tere

d

1' -

9"m

in a

bove

no s

ing

& l a

ndin

g

3' -

6"

RUBBER TREAD- ARMSTRONG R6C61018FULL WIDTH & DEPTH

DOUBLE 1 3/4" x 14" WOOD STRINGER EACH SIDE-RE: S3.0 [SAND & SEAL]

2x4 WOOD GUARDRAIL- BOTH SIDES [SAND & SEAL]

2" DIA. HANDRAIL [SAND & SEAL]

(2) 3/4" x 6" LAG-BOLTW/WASHERS @ BALUSTERS

4x4 WOOD POST @ 1'-8" O.C.-BOTH SIDES [SAND & SEAL]

2x6 HORIZONTAL RAIL- BOTHSIDES [SAND & SEAL]

1330

BO

B AD

AMS

DR

IVE

STEA

MBO

AT S

PRIN

GS,

CO

LOR

ADO

804

77

THIRA PROJECT #1340






COLO

RADO

MOU

NTAI

N C

OLLE

GEA

N D

E R S

O N

G A

R A

G E

A4.0

3/4" = 1'-0"1 STAIR SECTION

1 1/2" = 1'-0"2 GUARDRAIL SECTION

1 1/2" = 1'-0"3 HANDRAIL SECTION AT STAIR

COLORADO MOUNTAIN COLLEGE · 2018. 8. 24. · adequacy of foundation design. the contractor shall...

Documents

Transcript of COLORADO MOUNTAIN COLLEGE · 2018. 8. 24. · adequacy of foundation design. the contractor shall...