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SHEET TITLE:

BID SET

VICINITY MAP

DIRECTORY PROJECT SCOPE OF WORK

ARCHITECT

HALL ARCHITECTS

CONTACT: STEPHEN HALL

1935 DOMINION WAY, SUITE 202

COLORADO SPRINGS, CO 80918

PHONE: (719) 277-7300

steve@hall-architects.com

MECHANICAL & ELECTRICAL ENGINEER

DRAWING INDEXSTRUCTURAL ENGINEER

PROJECT CONSISTS OF THE INSTALLATION OF THE REMOVAL OF EXISTING WINDOWS AND FRAMES, AND INSTALLATION OF NEW WINDOWS AND FRAMES. THE SCOPE ALSO INCLUDES ALL ASSOCIATED ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND SITE WORK INDICATED.

TITLE SHEET

AND PROJECT

INFORMATION

G0.00

TRINIDAD STATE COLLEGE, BERG BUILDING

INSTALL BOILER SYSTEM AND UPGRADE ASSOCIATED BUILDING

AUTOMATION, BERG PHASE 2

(WINDOW REPLACEMENT ONLY)

BID SET

STATE PROJECT NUMBER: 2023-088M22

10/22/2026

PROJECT ADDRESS:

600 Prospect St.

Trinidad, CO 81082

GENERAL

G0.00 TITLE, DIRECTORY, DRAWING INDEX, CODE

SUMMARY, VICINITY MAP, GENERAL

NOTES, ABBREVIATIONS, AND

ARCHITECTURAL SYMBOL LEGEND

G1.00 CODE STUDY AND CODE PLANS

ARCHITECTURAL DRAWINGS

A2.01 FIRST AND SECOND FLOOR PLAN

A2.02 THIRD AND FOURTH FLOOR PLAN

A6.01 WINDOW SCHEDULE AND TYPES

A7.02 DETAILS

STRUCTURAL DRAWINGS

NONE

PLUMBING DRAWINGS

NONE

MECHANICAL DRAWINGS

NONE

ELECTRICAL DRAWINGS

NONE

GENERAL NOTES

PROJECT CODE SUMMARY

SEE SHEET G1.00 FOR FULL ANALYSIS

APPLICABLE CODES: 2024 IBC, IEBC, IECC, IFC, IFGC, IMC, AND IPC

2023 NEC

2017 ICC/ANSI A117.1

FIRE DEPARTMENT AHJ: TRINIDAD FIRE DEPARTMENT TO THE

FIRE ALARM EXTENT DELEGATED BY THE

FIRE SPRINKLER COLORADO DIVISION OF FIRE SAFETY.

DATE OF ORIGINAL CONSTRUCTION:

CIRCA 1941

LAST MAJOR ADDITION/ RENOVATION:

2001 (ELEVATOR UPGRADES)

2021-22 HVAC IMPROVEMENTS

2025-26 BOILER ADDITION

CONSTRUCTION TYPE: III-B

OCCUPANCY GROUP: B

NUMBER OF STORIES: 4

FIRE SPRINKLERED: YES

FIRE ALARM: YES (MANUAL WITH SOME CORRIDOR

DETECTION)

BUILDING AREA (IN SQUARE FEET):

1ST FLOOR 8,695 SF

2ND FLOOR 8,695 SF

3RD FLOOR 8,695 SF

4TH FLOOR 6,883 SF

EXISTING BUILDING TOTAL 32,968 SF

CLIMATE ZONE: 4-B

NORTH

ABBREVIATIONS

& AND

∠ ANGLE

@ AT

℄ CENTER LINE

# NUMBER OR POUND

⅊ PROPERTY LINE

Ø DIAMETER

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABV ABOVE

ACP ACOUSTIC CEILING PANEL

ACT ACOUSTIC CEILING TILE

ADA AMERICANS W/ DISABILITIES ACT

ADD ADDENDUM

ADJ ADJACENT

AED AUTOMATIC EXTERNAL

DEFIBRILLATOR

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE / ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL, ARCHITECT

ASI ARCHITECT’S SUPPLEMENTARY

INSTRUCTIONS

ASPH ASPHALT

AUTO AUTOMATIC

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BN BULL NOSE

BO BOTTOM OF ____

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C&G CURB & GUTTER

CAB CABINET

CEM CEMENT

CER CERAMIC

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CHANGE ORDER OR COMPANY

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR OR CORRUGATED

CPT CARPET

CR CARD READER

CT CERAMIC TILE

CTR CENTER

CTSK COUNTER SUNK

CUH CABINET UNIT HEATER

CW COLD WATER

CY CUBIC YARD

D DOWN OR DRAIN

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN OR DOUGLAS

FIR

DIA DIAMETER

DIM DIMENSION

DIMS DIMENSIONS

DL DEAD LOAD

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING(S)

(E) EXISTING

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENGR ENGINEER

EP ELECTRICAL PANEL

EQ EQUAL

EQPT EQUIPMENT

EST ESTIMATED

ETC ETCETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FBO FUTURE BY OWNER

FCO FLOOR CLEAN OUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFL FINISH FLOOR LINE

FIN FINISH, FINISHED

FIXT FIXTURE

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOW LINE

FLR FLOOR

FLSG FLASHING

FLUOR FLUORESCENT

FOS FACE OF STUD

FRP FIBERGLASS REINFORCED

PLASTIC (OR POLYESTER)

FT FIRE-TREATED OR FOOT, FEET

FTG FOOTING

FUT FUTURE

FV FIELD VERIFY

GA GAGE, GAUGE

GALV GALVANIZE

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GLB GLUE-LAMINATED BEAM

GLULAM GLUE-LAMINATED

GR GUARD RAIL

GYP BD GYPSUM BOARD

HB HOSE BIBB

HC HANDICAPPED

HDR HEADER

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT OR HORSE POWER

HR HAND RAIL OR HOUR

HSS HOLLOW STRUCTURAL SHAPE

HT HEIGHT

HVAC HEATING, VENTILATION, AND AIR

CONDITIONING

HW HOT WATER

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH

INCL INCLUDED

INFO INFORMATION

INSUL INSULATE, INSULATION

INT INTERIOR

INV INVERT

J-BOX JUNCTION BOX

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCKDOWN

KIT KITCHEN

KO KNOCKOUT

LAB LABORATORY

LAV LAVATORY

LF LINEAL FOOT, LINEAL FEET

LINO LINOLEUM

LKR LOCKER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

MAINT MAINTAIN, MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MDF MEDIUM-DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBER OR MEMBRANE

MFR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MUL MULLION

(N) NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

PCF POUND(S) PER CUBIC FOOT

PL PLATE OR PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT, PAINTED

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT OR POINT

PTD PAPER TOWEL DISPENSER

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIUS

RAG RETURN AIR GRILLE

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFER TO

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCING

REQ'D REQUIRED

REQ'T REQUIREMENT

RES RESILIENT

REV REVISED, REVISION

RL RAIN LEADER

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RTU ROOF TOP UNIT

S SOUTH

SA SUPPLY AIR

SAT SUSPENDED ACOUSTIC TILE

SB SPLASH BLOCK

SCHED SCHEDULE, SCHEDULED

SD SMOKE DETECTOR OR SOAP

DISPENSER OR STORM DRAIN

SECT SECTION

SF SQUARE FOOT, SQUARE FEET

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SJ SLIP JOINT

SLDG SLIDING

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTACLE

SOG SLAB ON GRADE

SPEC SPECIFICATION, SPECIFIED

SQ SQUARE

SQFT SQUARE FOOT, SQUARE FEET

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STRUC STRUCTURE, STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR OR TACK BOARD

TBD TO BE DETERMINED

TELE TELEPHONE

TEMP TEMPORARY

THK THICK, THICKNESS

THRU THROUGH

TO TOP OF _______

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TS TUBE STEEL

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER’S LABORATORY

UNO UNLESS NOTED OTHERWISE

UR URINAL

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W/ WITH

W/IN WITHIN

W/OUT WITHOUT

W WEST

WB WOOD BASE

WC WATER CLOSET

WCO WALL CLEAN OUT

WD WOOD

WF WIDE FLANGE

WP WATER PROOF(ING)

WR WATER RESISTANT

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD

OWNER

TRINIDAD STATE JUNIOR COLLEGE

CONTACT:

XXX

600 PROSPECT ST.

TRINIDAD, CO 81082

PHONE: XXX-XXX-XXXX

XXX

1. THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS AND

ARE NOT SPECIFIC TO ANY ONE DISCIPLINE. THESE NOTES SUPPLEMENT THE

SPECIFICATIONS.

2. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH CURRENT FEDERAL,

STATE, AND LOCAL CODES.

3. THE CONSTRUCTION, REMODEL OR DEMOLITION OF A BUILDING SHALL COMPLY

WITH IFC CHAPTER 14 AND NFPA 241.

4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS,

UNLESS OTHERWISE SPECIFIED IN THESE DOCUMENTS, AND COORDINATE AND

SCHEDULE ALL REQUIRED INSPECTIONS AND TESTS.

5. THE GENERAL CONTRACTOR SHALL MAINTAIN THROUGHOUT THE PROJECT A

CERTIFICATE OF INSURANCE FOR ALL LIABILITIES, WITH A HOLD HARMLESS FOR

THE OWNER AND ARCHITECT.

6. REQUIREMENTS INDICATED IN THE PROJECT MANUAL ARE AN INTEGRAL PART OF

THESE DOCUMENTS. DRAWINGS, SPECIFICATIONS, AND NOTES ARE

COMPLEMENTARY AS ARE THE DRAWINGS OF EACH DISCIPLINE. NO DRAWING IN

THIS SET IS TO BE USED INDIVIDUALLY. ALL LABOR AND MATERIALS REQUIRED TO

FULLY CARRY OUT THE INTENTIONS OF THE CONTRACT DOCUMENTS ARE PART

OF THIS CONTRACT, WHETHER OR NOT SPECIFICALLY NOTED.

7. THE DRAWINGS INDICATE EXISTING CONDITIONS AND BUILDING DATA THAT ARE

BELIEVED TO BE RELIABLE; HOWEVER THE ARCHITECT DOES NOT GUARANTEE

THEIR ACCURACY OR COMPLETENESS AS THEY ARE PARTIALLY BASED ON

LIMITED ACCESS TO THE SITE/BUILDING. ALL CONTRACTORS SHALL FIELD VERIFY

CONDITIONS WHICH MAY AFFECT THEIR WORK.

8. DO NOT SCALE DRAWINGS. IF ADDITIONAL DIMENSIONS ARE REQUIRED, CONTACT

ARCHITECT FOR CLARIFICATION.

9. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS

AFFECTING THE WORK. NOTIFY THE ARCHITECT OF DISCREPANCIES FOR

CLARIFICATION / DIRECTION PRIOR TO STARTING THE WORK.

10. ALL CONFLICTS OR NON-CODE COMPLIANT ITEMS DEPICTED IN PLANS OR

EXISTING CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT FOR CLARIFICATION. DO NOT PROCEED WITH WORK ON THE ITEM

UNTIL CLARIFICATION / DIRECTIVE IS RECEIVED FROM THE ARCHITECT OR

ENGINEER.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ON-SITE COORDINATION WITH

OWNER REGARDING: PROJECT PHASING, SITE ACCESS, TEMPORARY UTILITIES

AND FACILITIES REQUIRED TO MAINTAIN OWNER OCCUPANCY IN CERTAIN

PORTIONS OF THE BUILDING DURING CONSTRUCTION. TEMPORARY BARRICADES

AND/OR RATED ENCLOSURES MAY BE REQUIRED FOR PROJECT PHASING.

12. CONTRACTOR SHALL COORDINATE ANY DISRUPTION IN THE UTILITY SERVICE

WITH OWNER, NOT LESS THAN 72 HOURS PRIOR TO DISRUPTION, OR AS

SPECIFIED.

13. UNLESS OTHERWISE NOTED, ALL MATERIALS WORKMANSHIP AND EQUIPMENT

SHALL BE WARRANTED FOR ONE YEAR AFTER NOTICE OF SUBSTANTIAL

COMPLETION. PROVIDE TYPEWRITTEN OPERATING INSTRUCTIONS, AND

EQUIPMENT WARRANTIES. ALL MATERIALS USED FOR THIS PROJECT SHALL BE

NEW AND BEAR THE UL LABEL WHERE SUCH SERVICE AND LABEL ARE

REGULARLY PROVIDED AND BE OF THE APPROPRIATE NEMA STANDARDS. REFER

TO SPECIFICATIONS FOR INDIVIDUAL WARRANTY REQUIREMENTS.

14. THE CONTRACTOR SHALL MAINTAIN A CURRENT/UPDATED SET OF RECORD

DRAWINGS ON SITE AT ALL TIMES.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY, INCLUDING

BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL,

BARRIERS, FALL PROTECTION, AND OSHA REGULATIONS.

16. ALL SUBCONTRACTORS SHALL VISIT THE JOB SITE WITHIN 24 HOURS PRIOR TO

COMMENCING WORK. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR

REVIEWING RELATED TRADES SUBSURFACE PREPARATION AND SHALL REPORT

ANY NON-CONFORMING DISCREPANCY TO THE GENERAL CONTRACTOR.

EXECUTION OF WORK BY ANY SUBCONTRACTOR INDICATES ACCEPTANCE OF

PREVIOUS TRADE'S WORK.

17. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE AND PERFORM THE

TEMPORARY OR PERMANENT RELOCATION OF ALL ELECTRICAL RACEWAYS

WIRING, PIPING, MECHANICAL DEVICES AND EQUIPMENT AND SIMILAR SUCH ITEMS

TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK UNDER THIS CONTRACT.

18. PLUMBING, MECHANICAL AND ELECTRICAL PENETRATIONS IN RATED ASSEMBLIES

SHALL COMPLY WITH CHAPTER 7 OF THE IBC.

19. PROVIDE ACCESS PANELS WHERE NECESSARY TO PROVIDE ACCESS TO FIRE

AND/OR SMOKE DAMPERS, ELECTRICAL BOXES AND EQUIPMENT, PUMPS, VALVES,

ETC. WHERE SUCH PANEL IS IN A RATED ASSEMBLY, IT SHALL BE OF THE SAME

RATING AS THAT ASSEMBLY. COORDINATE WITH MECHANICAL AND ELECTRICAL

FOR ADDITIONAL ACCESS PANELS THAT MAY BE REQUIRED BUT NOT

SPECIFICALLY NOTED ON ARCHITECTURAL PLANS.

20. ALL INTERIOR FINISHES MUST COMPLY WITH THE REQUIREMENTS OF CHAPTER 8

OF THE IBC.

21. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION/CONSTRUCTION

WASTE.

22. THE CONTRACTOR SHALL KEEP AREAS FREE FROM ACCUMULATION OF DEBRIS

AND SHALL CONTROL ALL DUST, WORK AREA MUST BE BROOM CLEAN AT THE END

OF EACH DAY TO THE GREATEST EXTENT POSSIBLE.

23. PROVIDE DUST CONTAINMENT DURING CONSTRUCTION ADEQUATE TO PROTECT

ALL ADJACENT AREAS AND TO MEET ALL LOCAL, REGIONAL, STATE AND FEDERAL

REQUIREMENTS FOR ENVIRONMENTAL CONTROL WHERE THERE IS CONTINUOUS

FOOD PREPARATION.

24. CONTRACTOR SHALL PROTECT ADJACENT AREAS FROM DAMAGE. ALL DAMAGE

SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

25. CONTRACTOR SHALL PATCH AND REPAIR ANY EXISTING SURFACES TO REMAIN

THAT ARE AFFECTED BY DEMOLITION WORK TO MAINTAIN A CLEAN AND UNIFORM

FINISHED SURFACE.

26. WHEN REFINISHING/REPAINTING A WALL, CEILING/SOFFIT SURFACE, OR OTHER

ELEMENT AFFECTED BY REPAIR WORK, FINISHING/PAINTING SHALL COVER ENTIRE

SURFACE CORNER TO CORNER. COLOR SHALL MATCH EXISTING ADJACENT UNO.

27. ALL EXPOSED EXTERIOR METAL FITTINGS, FLASHING, CONDUIT, ETC. SHALL BE

PAINTED TO MATCH ADJACENT SURFACES.

28. FOR ALL SALVAGED ITEMS TO BE REUSED, CONTRACTOR SHALL THOROUGHLY

CLEAN AND PREPARE FOR NEW FINISH IF SCHEDULED.

29. ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY

FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL AND DISPOSAL OF, OR

ANY EXPOSURE OF PERSONS TO, HAZARDOUS MATERIALS IN ANY FORM AT THE

PROJECT SITE, INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD-BASED PAINTS,

POLYCHLORINATED BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES. IF SUCH

MATERIALS ARE DISCOVERED AND ARE TO BE DISTURBED, THE OWNER SHALL BE

INFORMED PRIOR TO ANY WORK BEING PERFORMED.

30. THE PROJECT SITE HAS A STRICT PARKING POLICY. ALL CONTRACTORS SHALL

REVIEW AND ABIDE BY THE POLICY.

31. MANY OF THE WORK AREAS OF THE PROJECT ARE CONGESTED. THE

CONTRACTOR SHALL CAREFULLY PRE-PLAN WORK, ORGANIZE NEW LAYOUTS,

AND CLOSELY COORDINATE ALL TRADES TO ASSURE ADEQUATE SPACE FOR THE

WORK/EQUIPMENT. ALL COSTS TO RELOCATE IMPROPERLY INSTALLED

WORK/EQUIPMENT SHALL BE BORN BY THE CONTRACTOR.

32. CONTRACTOR SHALL MAINTAIN A WEATHER-TIGHT ENCLOSURE AT ALL TIMES.

33. CONTRACTOR SHALL COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS,

DEPRESSIONS, ETC. WITH DRAWINGS FROM ALL DISCIPLINES, PROJECT SHOP

DRAWINGS, AND FIELD CONDITIONS.

34. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, AND

SEQUENCES OF CONSTRUCTION.

35. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES.

36. CONTRACTOR SHALL SECURE AND COMPLY WITH ALL TERMS AND CONDITIONS OF

THE COLORADO PERMIT FOR STORM WATER DISCHARGE, & TSJC'S STORM

WATER MANAGEMENT PLAN.

37. EXISTING FENCES, TREES, SHRUBS, STREETS, SIDEWALKS, CURBS AND GUTTERS,

LANDSCAPING, STRUCTURES, OR IMPROVEMENTS DESTROYED, DAMAGED, OR

REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR

RESTORED IN KIND AT THE CONTRACTOR’S EXPENSE UNLESS OTHERWISE

NOTED.

ARCHITECTURAL SYMBOL LEGEND

ELEVATION REFERENCE:

MULTI VIEW

DETAIL REFERENCE

KEYNOTE REFERENCE

NEW WORK

DOOR NUMBER

ROOM IDENTIFICATION

WALL TYPE INDICATOR

ELEVATION

WINDOW TYPE

ENLARGED PLAN / DETAIL

REFERENCE

ELEVATION REFERENCE:

SINGLE VIEW

SECTION REFERENCE

KEYNOTE REFERENCE

DEMOLITION WORK

TOILET ACCESSORY INDICATOR

EQUIPMENT INDICATOR

GRID LINES

ADDENDA REVISION

DRAWING REVISION

A

B

C

D

E

F

G

H

I

J

K

L

M

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P

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R

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U

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X

Y

SITE OF

WORK

NONE ON THIS PROJECT

NONE ON THIS PROJECT

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CODE ANALYSIS

PLANS

G1.004 G1.00

FIRST FLOOR CODE PLAN

SCALE: 1/16" = 1'-0"

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SHEET TITLE:

BID SET

CODE ANALYSIS PLAN GENERAL NOTES:

LEGEND:

NORTH

G1.00

SECOND FLOOR CODE PLAN

SCALE: 1/16" = 1'-0" NORTH

G1.00

FOURTH FLOOR CODE PLAN

SCALE: 1/16" = 1'-0" NORTH

G1.00

THIRD FLOOR CODE PLAN

SCALE: 1/16" = 1'-0" NORTH

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AutoCAD SHX Text A. APPLICABLE CODES: APPLICABLE CODES: ADOPTED CODES: 2024 INTERNATIONAL CODES (IBC, IEBC, IMC, IPC, IFGC, IECC) 2023 NATIONAL ELECTRICAL CODE (NEC) 2017 ICC/ANSI A117.1 ACCESSIBILITY STANDARDS (I/A) REFERENCED CODES: 2024 INTERNATIONAL FIRE CODE THIS PROJECT IS CLASSIFIED AS AN ALTERATION LEVEL 1 PROJECT UNDER THE PROVISIONS OF IEBC CHAPTER 6, AS THE ALTERATION WORK AREAS DO NOT EXCEED 50% OF THE FLOOR AREA OF THE BUILDING. THIS PHASE OF PROJECT IS FOR WINDOW REPLACEMENT ONLY, NO CODE MODIFICATIONS BEING IMPLEMENTED. B. OCCUPANCY GROUPS & SPECIAL USE REQUIREMENTS: OCCUPANCY GROUPS & SPECIAL USE REQUIREMENTS: THIS IS A HIGHER EDUCATION BUILDING (OCCUPANCY TYPE B WITH A NON-SEPARATED A-3 THEATER SPACE LOCATED ON THE 1ST FLOOR). SPECIAL OCCUPANCY CRITERIA: NONE PER IBC CHAPTER 4 THE BUILDING IS SPRINKLERED. THE BUILDING DOES NOT HAVE STANDPIPES. [STANDPIPES WOULD BE REQUIRED PER IBC 905, HOWEVER AN ALTERATION –LEVEL 2 PROJECT UNDER THE PROVISIONS OF LEVEL 2 PROJECT UNDER THE PROVISIONS OF THE IEBC DO NOT REQUIRE THAT THEY BE ADDED AT THIS TIME.] THE BUILDING HAS AN EXISTING MANUAL AND AUTOMATIC FIRE ALARM SYSTEM. C. ALLOWABLE FLOOR AREA (SQ. FT.): ALLOWABLE FLOOR AREA (SQ. FT.): THE 1ST, FLOOR CONTAINS 1,649SF OF GROUP A3 OCCUPANCY AND 6,612 SF OF GROUP B OCCUPANCY IBC TABLE 506.2 ALLOWS 28,500 SQ. FT. PER FLOOR FOR A TYPE III-B, A3 OCCUPANCY AND 57,000 SQ. FT. PER FLOOR FOR A TYPE III-B, B OCCUPANCY THE 2ND, AND 3RD FLOORS CONTAIN ONLY GROUP B OCCUPANCIES AND ARE 8,695 SF. THE 4TH FLOOR IS 6,883 SF. D. HEIGHT & NUMBER OF STORIES: HEIGHT & NUMBER OF STORIES: IBC TABLES 504.3 & 504.4 ALLOW A TOTAL BUILDING HEIGHT OF 75 FEET AND 4 STORIES FOR TYPE III B FULLY SPRINKLERED. [BUILDING IS COMPLIANT AT 4 STORIES AND ROOF AT APPROXIMATELY 40+/- FEET ABOVE GRADE] E. TYPE OF CONSTRUCTION: IBC TABLE 601 TYPE III-B TYPE OF CONSTRUCTION: IBC TABLE 601 TYPE III-B IBC TABLE 601 TYPE III-B TABLE 601 REQ’TS: EXTERIOR BEARING WALLS MUST BE 2 HR RATED. TS: EXTERIOR BEARING WALLS MUST BE 2 HR RATED. EXTERIOR BEARING WALLS MUST BE 2 HR RATED. F. LOCATION ON PROPERTY: TABLES 602 & 705.8 LOCATION ON PROPERTY: TABLES 602 & 705.8 TABLES 602 & 705.8 THE YARD SEPARATIONS ARE: NORTH IN EXCESS OF 30 FEET NORTH IN EXCESS OF 30 FEET IN EXCESS OF 30 FEET EAST APPROXIMATELY 20 FEET APPROXIMATELY 20 FEET SOUTH IN EXCESS OF 30 FEET IN EXCESS OF 30 FEET WEST IN EXCESS OF 30 FEET IN EXCESS OF 30 FEET AS THE YARD SEPARATIONS EXCEED 10 FEET ON ALL SIDES OF THE BUILDING, THE BUILDING DOES NOT REQUIRE ANY PROTECTION DUE TO LOCATION ON PROPERTY. G. OCCUPANCY LOADS & EGRESS REQUIREMENTS: OCCUPANCY LOADS & EGRESS REQUIREMENTS: OCCUPANCY LOAD BY FLOOR. CALCULATED USING 150SF GROSS PER TABLE 1004.5 FOR BUSINESS FUNCTION. 1ST FLOOR 6,054 SF OF OFFICE / 150 SF = 41 OCCUPANTS 6,054 SF OF OFFICE / 150 SF = 41 OCCUPANTS / 150 SF = 41 OCCUPANTS 687 SF OF CLASSROOM / 20 SF = 35 OCCUPANTS / 20 SF = 35 OCCUPANTS 1,642 SF OF THEATER PER CALC =111 OCCUPANTS PER CALC =111 OCCUPANTS 2ND FLOOR 8,695 SF OF OFFICE / 150 SF = 58 OCCUPANTS 8,695 SF OF OFFICE / 150 SF = 58 OCCUPANTS / 150 SF = 58 OCCUPANTS 3RD FLOOR 5,660 SF OF CLASSROOMS /20 & /30 SF = 241 OCCUPANTS 5,660 SF OF CLASSROOMS /20 & /30 SF = 241 OCCUPANTS 3,035 SF OF CLASSROOM / 150 SF = 21 OCCUPANTS / 150 SF = 21 OCCUPANTS 4TH FLOOR 999 SF OF REMAINDER / 150 SF = 7 OCCUPANTS 999 SF OF REMAINDER / 150 SF = 7 OCCUPANTS / 150 SF = 7 OCCUPANTS 1,502 SF OF ART STUDIO / 50 SF = 30 OCCUPANTS / 50 SF = 30 OCCUPANTS 2,050 SF OF STORAGE / 300 SF = 7 OCCUPANTS / 300 SF = 7 OCCUPANTS SHOOTING GALLERY 8 OCCUPANTS 8 OCCUPANTS EXITS REQUIRED: 1SF FLOOR: (187) 2 PER IBC 1006.2.1 2 GENERAL PUBLIC EXITS PROVIDED 2 PER IBC 1006.2.1 2 GENERAL PUBLIC EXITS PROVIDED 2 GENERAL PUBLIC EXITS PROVIDED 2ND FLOOR: (58) 2 PER IBC 1006.3.2 2 GENERAL PUBLIC EXITS PROVIDED 2 PER IBC 1006.3.2 2 GENERAL PUBLIC EXITS PROVIDED 2 GENERAL PUBLIC EXITS PROVIDED 3RD FLOOR: (261) 2 PER IBC 1006.3.2 2 GENERAL PUBLIC EXITS PROVIDED 2 PER IBC 1006.3.2 2 GENERAL PUBLIC EXITS PROVIDED 2 GENERAL PUBLIC EXITS PROVIDED 4TH FLOOR: (52) 2 PER IBC 1006.3.2 1 GENERAL PUBLIC EXITS PROVIDED 2 PER IBC 1006.3.2 1 GENERAL PUBLIC EXITS PROVIDED 1 GENERAL PUBLIC EXITS PROVIDED TRAVEL DISTANCE: 300 FT MAX. (B OCCUPANCY SPRINKLERED) PER TABLE 1017.2 300 FT MAX. (B OCCUPANCY SPRINKLERED) PER TABLE 1017.2 ACTUAL: 165 FEET COMMON PATH OF EGRESS TRAVEL: NO NEW CPT CREATED NO NEW CPT CREATED SEPARATION OF EXITS: 70 FEET MINIMUM BETWEEN EXITS PER IBC 1007.1.1 89 FEET PROVIDED CORRIDORS: 1 HR RATED CORRIDORS ARE NOT REQUIRED SINCE BUILDING DOES HAVE AUTOMATIC SPRINKLER SYSTEM PER IBC TABLE 1020.1. EXISTING CORRIDORS ARE NOT RATED ACCESSIBILITY IEBC 306.7.1 REQUIRES AREAS OF PRIMARY FUNCTION ALTERATION TO INCLUDE IMPROVEMENTS TO THE ACCESSIBLE ROUTE TO THE AREA INCLUDING RESTROOMS, HOWEVER, THE FOLLOWING TWO EXCEPTIONS APPLY TO THE PROJECT AND FURTHER ACCESSIBILITY IMPROVEMENTS ARE NOT REQUIRED OF THIS PROJECT: EXCEPTION 2, NOT REQUIRED IF WINDOW ONLY EXCEPTION 3, NOT REQUIRED IF MECHANICAL & ELECTRICAL SYSTEMS OR ABATEMENT WORK ONLY ACCESSIBLE MEANS OF EGRESS: NOT REQUIRED PER IEBC 306.7.2 H. PLUMBING FIXTURES: IBC 29 PLUMBING FIXTURES: IBC 29 IBC 29 NO CHANGES TO RESTROOMS, NOR IS THERE AN OCCUPANCY LOAD INCREASE CHANGE TO THE FACILITY UNDER THIS PROJECT. I. CLIMATE ZONE: 4-B CLIMATE ZONE: 4-B

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AutoCAD SHX Text LITTLE THEATER FIXED SEATING IS - 45 SEATS 45 SEATS DOWN FROM - 64 SEATS 64 SEATS OPEN AREA IS 983 SQ. FT./15 O.L.F (NET)=66 TOTAL REDUCED FROM 130 TO 111 OCCUPANTS (SEE SHEET A2.01 FOR FIXED SEATING ARRANGEMENT)

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ART ROOM 302 1289 SQ. FT. / 50 O.L.F (NET)= 26 OCCUPANTS

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CLASSROOM 304 639 SQ. FT. / 20 O.L.F (NET)= 31 OCCUPANTS

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CLASSROOM 305 870 SQ. FT. / 20 O.L.F (NET)= 43 OCCUPANTS

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CLASSROOM 310 857 SQ. FT. / 20 O.L.F (NET)= 42 OCCUPANTS

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CLASSROOM 310 1175 SQ. FT. / 20 O.L.F (NET)= 58 OCCUPANTS

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CLASSROOM 310 830 SQ. FT. / 20 O.L.F (NET)= 41 OCCUPANTS

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GRAPHIC ARTS 400 1502 SQ. FT. / 50 O.L.F (NET)= 30 OCCUPANTS

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STORAGE 402 1180 SQ. FT. / 300 O.L.F (NET)= 4 OCCUPANTS

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STORAGE 404 870 SQ. FT. / 300 O.L.F (NET)= 3 OCCUPANTS

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AIR PISTOL RANGE 403 1109 SQ. FT. / SPECIALTY (NET)= 8 OCCUPANTS

AutoCAD SHX Text MECHANICAL ROOM ACCESS IS FOR MAINTENANCE, REPAIR, AND MONITORING OF EQUIPMENT ONLY 276 SQ. FT.

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MAX EGRESS TRAVEL = 94 FT.

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MAX EGRESS TRAVEL = 100 FT.

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MAX EGRESS TRAVEL = 89 FT.

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MAX EGRESS TRAVEL = 105 FT.

AutoCAD SHX Text MECHANICAL ROOM WALL DOES NOT NEED TO BE RATED DUE TO PRESENSE OF SPRINKLER SYSTEM PER IBC-T509, HOWEVER THE WALL SHALL RESIST PASSAGE OF SMOKE IN COMPLIANCE WITH IBC 509.4.2

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CLASSROOM 107 687 SQ. FT. / 20 O.L.F (NET)= 35 OCCUPANTS

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REMAINDER OF FLOOR B-OCCUPANCY 6054 SQ. FT. / 150 O.L.F (NET)= 41 OCCUPANTS

ENTIRE FLOOR B-OCCUPANCY 8695 SQ. FT. / 150 O.L.F (NET)= 58 OCCUPANTS

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1. SEE CODE COMPLIANCE PLANS FOR GENERAL RATING REQUIREMENTS. SEE CODE COMPLIANCE PLANS FOR GENERAL RATING REQUIREMENTS. 2. ALL DIMENSIONS ARE TO FACE OF MASONRY WALL, CONCRETE COLUMN, OR ALL DIMENSIONS ARE TO FACE OF MASONRY WALL, CONCRETE COLUMN, OR FACE OF GYPSUM BOARD (OR CEMENT BACKER BOARD) MATERIAL AT STUD WALLS, UNLESS NOTED OTHERWISE. 3. 1ST FLOOR ELEVATION IS 100'-0" UNLESS OTHERWISE NOTED. 1ST FLOOR ELEVATION IS 100'-0" UNLESS OTHERWISE NOTED. 4. INSTALL NEW ALUMINUM WINDOWS TO REPLACE REMOVED EXISTING WINDOWS. INSTALL NEW ALUMINUM WINDOWS TO REPLACE REMOVED EXISTING WINDOWS. ENSURE NEW WINDOWS MEET FLUSH WITH WITH FACE OF EXISTING WINDOW LOCATION. 5. PROVIDE SEALANT AT ALL JOINTS OR CRACKS WHICH OCCUR WHERE PROVIDE SEALANT AT ALL JOINTS OR CRACKS WHICH OCCUR WHERE MATERIALS INTERSECT UNLESS OTHERWISE NOTED. 6. AT ALL STONE WALL PENETRATIONS, DRESS EDGES OF OPENING WITH GROUT AT ALL STONE WALL PENETRATIONS, DRESS EDGES OF OPENING WITH GROUT FILL TO CREATE CLEAN AN FINISHED SURFACE. 7. SEE SHEET A6.01 FOR WINDOW TYPES AND EXTERIOR ELEVATION PHOTOS.SEE SHEET A6.01 FOR WINDOW TYPES AND EXTERIOR ELEVATION PHOTOS.

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THIRD AND FOURTH

FLOOR PLAN

A2.02

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1. SEE CODE COMPLIANCE PLANS FOR GENERAL RATING REQUIREMENTS. SEE CODE COMPLIANCE PLANS FOR GENERAL RATING REQUIREMENTS. 2. ALL DIMENSIONS ARE TO FACE OF MASONRY WALL, CONCRETE COLUMN, OR ALL DIMENSIONS ARE TO FACE OF MASONRY WALL, CONCRETE COLUMN, OR FACE OF GYPSUM BOARD (OR CEMENT BACKER BOARD) MATERIAL AT STUD WALLS, UNLESS NOTED OTHERWISE. 3. 1ST FLOOR ELEVATION IS 100'-0" UNLESS OTHERWISE NOTED. 1ST FLOOR ELEVATION IS 100'-0" UNLESS OTHERWISE NOTED. 4. INSTALL NEW ALUMINUM WINDOWS TO REPLACE REMOVED EXISTING WINDOWS. INSTALL NEW ALUMINUM WINDOWS TO REPLACE REMOVED EXISTING WINDOWS. ENSURE NEW WINDOWS MEET FLUSH WITH WITH FACE OF EXISTING WINDOW LOCATION. 5. PROVIDE SEALANT AT ALL JOINTS OR CRACKS WHICH OCCUR WHERE PROVIDE SEALANT AT ALL JOINTS OR CRACKS WHICH OCCUR WHERE MATERIALS INTERSECT UNLESS OTHERWISE NOTED. 6. AT ALL STONE WALL PENETRATIONS, DRESS EDGES OF OPENING WITH GROUT AT ALL STONE WALL PENETRATIONS, DRESS EDGES OF OPENING WITH GROUT FILL TO CREATE CLEAN AN FINISHED SURFACE. 7. SEE SHEET A6.01 FOR WINDOW TYPES AND EXTERIOR ELEVATION PHOTOS.SEE SHEET A6.01 FOR WINDOW TYPES AND EXTERIOR ELEVATION PHOTOS.

NOTED WINDOWS AND FRAMES REPLACED UNDER PREVIOUS PROJECT PHASE. NO WORK IS REQUIRED UNDER THIS CONTRACT.

WINDOW

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(TYP.)

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1. WINDOWS TO BE REMOVED BY OWNER'S SEPARATE ABATEMENT CONTRACTOR WINDOWS TO BE REMOVED BY OWNER'S SEPARATE ABATEMENT CONTRACTOR UNDER BASE BID. G.C. SHALL COORDINATE ALL WORK. 2. REMOVE ALL WINDOWS AND REPLACE WITH NEW FIXED ALUMINUM WINDOWS REMOVE ALL WINDOWS AND REPLACE WITH NEW FIXED ALUMINUM WINDOWS WITH SIMULATED DIVIDED LIGHTS. DIVIDED LIGHTS ARE TO BE EQUAL SPACING IN PATTERN SHOWN ON SCHEDULE AND SHOULD BE ACHIEVED WITH MULLIONS BETWEEN GLAZING. 3. SEE FLOOR PLANS FOR WINDOW TYPE DESIGNATION LOCATIONS. SEE FLOOR PLANS FOR WINDOW TYPE DESIGNATION LOCATIONS. 4. WINDOWS TO HAVE MAXIMUM U-VALUE=0.36 & SHGC=0.36 AT FIXED GLAZING. WINDOWS TO HAVE MAXIMUM U-VALUE=0.36 & SHGC=0.36 AT FIXED GLAZING. 5. 1" INSULATED GLASS W/SIMULATED DIVIDED LITES; SEE ENLARGED EXAMPLE 1" INSULATED GLASS W/SIMULATED DIVIDED LITES; SEE ENLARGED EXAMPLE BELOW; (TYP., U.N.O.)

AutoCAD SHX Text SIMULATED DIVIDED LIGHTS; (TYP.). NOT USED NOT USED GLASS TO BE "FROSTED" SEE SPECIFICATIONS. NOT USED NOT USED WINDOWS (C2 & E2) IN MECH ROOM 106 TO REMAIN, N.I.C.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

(N) WATER

REPELLENT

(E) STONE

MASONRY

(N) MANUFACTURED

WINDOW FRAME

(E) WD STOOL CUT

AS NECESSARY

SEALANT W/

BACKERWOD

EXISTING SLOPED

STONEWORK TO

REMAIN

REMOVE ALL WINDOW

ELEMENTS WITHOUT

DAMAGING WINDOW SILL

EXISTING WOOD

STOOL TO REMAIN

EXISTING WALL

FRAMING TO REMAIN

UNDISTURBED.

OWNER'S SEPARATE ABATEMENT

CONTRACTOR REMOVE ALL

EXISTING WINDOW ELEMENTS,

TRIM, AND SEALANT WITHOUT

DAMAGING EXISTING STONEWORK.

INTERIOR EXTERIOR

CUT (E) STOOL TO

CONFORM W/ NEW

WINDOW SILL DIMENTION

(E) STONE MASONRY

(E) PLASTER ON LATH

INTERIOR

(E) STONE SILL

LINE OF (E) LUGGED SILL WHERE

OCCURS

(N) WATER REPELLENT ON SILL

(N) LIQUID APPLIED FLASHING

(N) MANUFACTURED WINDOW

FRAME

END OF (N) RECEIVER SILL / DAM

FLASHING BEYOND

(N) S.M. FLASHING, SEE

DTL. 4/A7.02

(N) CONTINUOUS SEALANT

ON BACKER ROD

(E) WOOD STOOL, CUT

AS REQUIRED.

(E) TRIM

ASSUMED (E) WOOD

BLOCKING

(N) BEVELED SHIM

EXTERIOR

DETAILS

A7.02

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SHEET TITLE:

BID SET

A7.02

NEW WINDOW SHET METAL FLASHING

SCALE: 12" = 1'-0"

A7.02

EXISTING WOOD WINDOW DEMOLIITION

SCALE: 6" = 1'-0"

A7.02

NEW WINDOW SILL DETAIL

SCALE: 6" = 1'-0"