Attachment 3a - Harris Project Drawings 90 Percent.pdf

Petersburg

Juneau

ALASKA

Anchorage

PROJECT LOCATION

MITKOF HIGHWAY

0 - TITLESHEET

G0.00 TITLESHEET

1 - GENERAL

G1.01 GENERAL INFO

G1.02 CODE ANALYSIS

G1.03 CODE PLANS

4 - ARCHITECTURAL

A0.01 SHEET SPECIFICATIONS

A0.02 SHEET SPECIFICATIONS

A0.03 SHEET SPECIFICATIONS

A1.02 MOUNTING HEIGHTS & TYP. CLEARANCES

A2.11 DEMO FLOOR PLAN LEVEL 1

A2.12 DEMO FLOOR PLAN LEVEL 2

A2.13 FLOOR PLAN LEVEL 1

A2.14 FLOOR PLAN LEVEL 2

A2.15 ROOF PLAN

A4.01 EXTERIOR ELEVATIONS

A4.02 EXTERIOR ELEVATIONS

A9.03 REFLECTED CEILING PLAN LEVEL 1

A12.01 SCHEDULES & DETAILS

ALASKAALASKA

PETERSBURG BOROUGHPETERSBURG BOROUGH

R10 ALASKAR10 ALASKA

TONGASS NATIONAL FORESTTONGASS NATIONAL FOREST

PETERSBURG DISTRICT OFFICEPETERSBURG DISTRICT OFFICE

United States Department of AgricultureUnited States Department of Agriculture Forest ServiceForest Service

VICINITY MAPVICINITY MAP

TRAVEL DIRECTIONS:

FOREST LOCATIONFOREST LOCATION

FOREST ENGINEER

RECOMMENDED BY:RECOMMENDED BY:

DISTRICT RANGER

FOREST SUPERVISOR

RO FACILITIES PROGRAM MANAGER

APPROVED:APPROVED:

DIRECTOR OF ENGINEERING DATE

DATE

DATE

DATE

DATE

SHEET 001 OF XXXSHEET 001 OF XXX

DIRECTOR OF RECREATION DATE

PETERSBURG OFFICE CONSOLIDATIONPETERSBURG OFFICE CONSOLIDATION

& WORK CENTER REPLACEMENT -& WORK CENTER REPLACEMENT -

HARRIS BUILDINGHARRIS BUILDING

FROM THE USFS PETERSBURG RANGER DISTRICT OFFICE, TRAVEL SOUTH ON S NORDIC DRIVE WHICH TURNS INTO THE MITKOF HIGHWAY FOR 3 MILES, TURN RIGHT WESTBOUND ON SCOW BAY LOOP ROAD, TURN RIGHT AT 123 SCOW BAY LOOP ROAD, PETERSBURG, ALASKA 99833. 56°46'46.2"N 132°58'02.6"W

DRAWING INDEX

connors Text Box

ABBREVIATIONS

ABV ABOVE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ANO ANODIZED

ARCH ARCHITECTURAL

BD BOARD

BLDG BUILDING

BLK BLOCK

BLW BELOW

BO BOTTOM OF

BOF BOTTOM OF FINISH

BCS BABY CHANGING STATION

CIP CAST IN PLACE

CF CUBIC FOOT

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CL CENTERLINE

CONC CONCRETE

CONT CONTINUOUS

CTR CENTER

DIA DIAMETER

DIM DIMENSION

DWG DRAWING

EA EACH

EL ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

FAF FLUID APPLIED FLOORING

FD FRAME DIMENSION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STUD

FRT FIRE RETARDANT TREATED

FT FOOT, FEET

FURR FURRING

GA GUAGE

GALV GALVANIZED

GB GRAB BAR

INCL INCLUDE, INCLUDED

INSUL INSULATION

INT INTERIOR

LSG LAMINATED SAFETY GLAZING

LH LEFT HAND

MAX MAXIMUM

MFR MANUFACTURER

MKBD MARKERBOARD

MIN MINIMUM

MIRR MIRROR

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

PAR PARTITION

PERF PERFORATED

PLAM PRESSURE TREATED LAMINATE

PLY PLYWOOD

PTD PAPER TOWEL DISPENSER

PT PAINT

RCP REFLECTED CEILING PLAN

REBAR/RB REINFORCING BARS

REF REFERENCE

REQD REQUIRED

RO ROUGH OPENING

SD SOAP DISPENSER

SECT SECTION

SCHED SCHEDULE

SIM SIMILAR

SND SANITARY NAPKIN DISPOSAL

SPEC SPECIFICATION

SS STAINLESS STEEL

GWB GYPSUM WALL BOARD

GYP GYPSUM WALL BOARD

HD HAND DRYER

HDWR HARDWARE

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

TBD TO BE DETERMINED

TDWR TOWEL DISPENSER/WASTE RECEPTICAL

THERM THERMOSTAT

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TTD TOILET TISSUE DISPENSER

TSCD TOILET SEAT COVER DISPENSER

TYP TYPICAL

UL UNDERWRITERS LABORATORY CERTIFIED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

WD WOOD

SYMBOLS

GRID LINE INDICATION

ROOM IDENTIFICATION

ROOM NAME

ROOM NUMBER

AREA / OCCUPANCY

A

INTERIOR / EXTERIOR ELEVATION

DASH INDICATES NO ELEVATION

BUILDING SECTION

SECTION NUMBER

SECTION SHEET

DETAIL

DETAIL NUMBER

DETAIL SHEET

DOOR NUMBER

REFER TO DOOR SCHEDULE

JJ

WINDOW TYPE

REFER TO WINDOW SCHEDULE

A1

WALL TYPE INDICATOR

REFER TO WALL LEGEND

WORK POINT

(CONTROL or DATUM POINT)

WALL SECTION

SECTION NUMBER

SECTION SHEET

FLOOR, CEILING, ROOF TYPE INDICATOR

REFER TO FLOOR, CEILING, ROOF LEGENDF1

KEYNOTE

REFER TO NOTES LISTED ON SHEET1

XXXX -

XX

XX

XX

XX

XX

XX

OFFICE

4 OCC

CEILING TYPE

REFER TO ASSEMBLIES; ELEVATION NOTED ABOVE SLAB10'-0"

C3

MATERIALS

METAL (SECTION)

WOOD, CONTINUOUS (SECTION)

WOOD, BLOCKING (SECTION)

FILL (SECTION)

PLYWOOD (SECTION)

EARTH (SECTION)

FINISH CARPENTRY (SECTION)

GYPSUM BOARD (SECTION)

INSULATION, BATT (PLAN & SECTION)

INSULATION, RIGID (PLAN & SECTION)

CONCRETE (SECTION)

STONE (PLAN)

MINERAL WOOD INSULATION (PLAN & SECTION)

1.

2.

A.

B.

C.

D.

E.

3.

4.

5.

6.

7.

8.

9.

CONSTRUCTION TO BE IN COMPLIANCE WITH ALL FEDERAL,

STATE, AND LOCAL BUILDING CODES AND REGULATIONS.

EXISTING CONDITIONS:

CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

PRIOR TO COMMENCEMENT OF WORK AND NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES WITH

CONDITIONS AS SHOWN IN DOCUMENTS.

ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN

ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY

AND MUST BE VERIFIED.

THE EXISTING CONDITIONS SHOWN ON THE DRAWINGS

ARE BASED ON EITHER LIMITED AS-BUILTS AND/OR

LIMITED ORIGINAL DRAWINGS. IF THE EXISTING

CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS

SHOWN ON THE DRAWINGS, OR IF THE EXISTING

MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD

QUALITY, NOTIFY THE CONTRACTING OFFICER PRIOR TO

COMMENCING WORK.

PROTECT ANY EXISTING CONSTRUCTION FROM DAMAGE

AT ALL TIMES DURING WORK.

SALVAGE ALL ITEMS THAT ARE TO BE REMOVED BUT

NOT REPURPOSED AND THAT ARE IN GOOD CONDITION

ARE TO BE PROTECTED AND DONATED.

ALL DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD UNLESS

OTHERWISE NOTED. "CLR" REFERS TO FACE OF FINISH EACH

SIDE.

WORK AREAS TO BE LEFT CLEAN AND FREE OF ANY DEBRIS AT

THE END OF EACH SHIFT.

PROVIDE CONCEALED FRAMING WHERE HEIGHT EXCEEDS

LIMITING HEIGHT OF STUD SIZE.

PROVIDE BACKING AS REQUIRED FOR CASEWORK AND OTHER

ITEMS THAT ARE WALL SUPPORTED.

SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATION

AND TYPE OF PLUMBING FIXTURES.

IN CASE OF A CONFLICT IN THE DOCUMENTS, THE

CONTRACTOR SHALL ASSUME THE GREATER VALUE OF SUCH

CIRCUMSTANCES.

DOORS ROUGH OPENING SHALL BE LOCATED 6" FROM

ADJACENT WALL FINISH UNLESS NOTED OTHERWISE.

GENERAL NOTES & EXISTING

CONDITIONS

ADA MOUNTING HEIGHTS

THERM

THERM-

OSTAT

LIGHT SWITCH

FEC

ELEC/TEL/DATA

OUTLET @ DOOR

MP

E/DT E/DT

ELEC/TEL/DATA

OUTLET @

WALL

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FIRE

EXTINGUISHER

CABINET

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NOTIFICATION OF POTENTIAL HAZARDS

ASBESTOS, LEAD, AND OTHER HAZARDOUS MATERIALS ARE PRESENT IN THE BUILDING

AND MAY IMPACT THE WORK OF ALL TRADES. REGULATED AIR CONTAMINANTS,

INCLUDING ASBESTOS AND LEAD, ARE ALSO PRESENT IN SETTLED AND CONCEALED

DUST IN AND ON ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL

COMPONENTS OR SYSTEMS THROUGHOUT THE BUILDING. ALL TRADES SHALL

COORDINATE WITH OTHER TRADES AND CONDUCT THEIR WORK TO PREVENT WORKER

EXPOSURE OR SITE CONTAMINATION. REFER TO SPECIFICATION DIVISIONS 0, 1, AND 2

FOR SPECIFIC INFORMATION CONCERNING DISTURBING, REMOVING, AND DISPOSING OF

THESE MATERIALS AND THE INSTALLATION OF THE NEW MATERIALS OR COMPONENTS.

THIS NOTIFICATION IS PROVIDED IN ACCORDANCE WITH EPA AND OSHA REQUIREMENTS.

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1/4" = 1'-0"

ADA MOUNTING HEIGHTS

NOTIFICATION OF POTENTIAL HAZARDS

ASBESTOS, LEAD, AND OTHER HAZARDOUS MATERIALS ARE PRESENT IN THE BUILDING

AND MAY IMPACT THE WORK OF ALL TRADES. REGULATED AIR CONTAMINANTS,

INCLUDING ASBESTOS AND LEAD, ARE ALSO PRESENT IN SETTLED AND CONCEALED

DUST IN AND ON ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL

COMPONENTS OR SYSTEMS THROUGHOUT THE BUILDING. ALL TRADES SHALL

COORDINATE WITH OTHER TRADES AND CONDUCT THEIR WORK TO PREVENT WORKER

EXPOSURE OR SITE CONTAMINATION. REFER TO SPECIFICATION DIVISIONS 0, 1, AND 2

FOR SPECIFIC INFORMATION CONCERNING DISTURBING, REMOVING, AND DISPOSING OF

THESE MATERIALS AND THE INSTALLATION OF THE NEW MATERIALS OR COMPONENTS.

THIS NOTIFICATION IS PROVIDED IN ACCORDANCE WITH EPA AND OSHA REQUIREMENTS.

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AUTHORITY HAVING JURISDICTION: US FOREST SERVICE

PROJECT DESCRIPTION: THIS PROJECT IS TO CHANGE THE USE, ALTER,

AND REPAIR AN EXISTING TWO-STORY BUILDING SOUTH OF DOWNTOWN

PETERSBURG. THE BUILDING IS TYPE V-B AND UNSPRINKLERED WITH

NONSEPARATED OCCUPANCIES OF GROUPS B, F-1, AND S-1. LAST

PERMITTED AND CONSTRUCTED UNDER THE 2000 IBC IN 2004.

OWNER: U.S. FOREST SERVICE

PROPERTY LEGAL DESCRIPTION: STEVEN ERICKSON TRACT, LOT FRAG

GOV'T LOTS 1 & 9, SECTIONS 4 & 9, T59S, R79E, CRM

PROPERTY ADDRESS: 123 SCOW BAY LOOP RD, PETERSBURG, AK 99833

APPLICABLE CODES

PETERSBURG CITY CODE TITLE 19 - ZONING

2024 INTERNATIONAL BUILDING CODE

2024 INTERNATIONAL FIRE CODE

2024 INTERNATIONAL EXISTING BUILDING CODE

2024 INTERNATIONAL ENERGY CONSERVATION CODE

2024 INTERNATIONAL MECHANICAL CODE

MORE RESTRICTIVE OF 2024 INTERNATIONAL PLUMBING CODE &

2018 UNIFORM PLUMBING CODE

1968 ARCHITECTURAL BARRIERS ACT, 2017 ICC/ANSI A117.1, IBC

CHAPTER 11 FOR ACCESSIBILITY, 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGN

2024 NFPA

CODE ANALYSIS

2021 INTERNATIONAL EXISTING BUILDING CODE

202 GENERAL DEFINITIONS:

REPAIR. THE RECONSTRUCTION, REPLACEMENT, OR RENEWAL OF

ANY PART OF AN EXISTING BUILDING FOR THE PURPOSE OF ITS

MAINTENANCE OR TO CORRECT DAMAGE.

THIS PROJECT CONSTITUES REPAIRS TO EXTERIOR ELEMENTS ON

BUILDING. BROKEN OR MISSING ELEMENTS ARE BEING REPLACED

OR RECONSTRUCTED IN KIND AND EXISTING ELEMENTS IN GOOD

CONDITION ARE BEING RENEWED.

ALTERATION. ANY CONSTRUCTION OR RENOVATION TO AN

EXISTING STRUCTURE OTHER THAN A REPAIR OR ADDITION.

PROJECT DOES NOT INCREASE FLOOR AREA, NUMBER OF

STORIES, OR HEIGHT OF BUILDING. PROJECT DOES PROPOSE

WORK WITHIN THE BUILDING THAT CONSTITUTES NEW

CONSTRUCTION.

301.2 REPAIRS:

REPAIRS SHALL COMPLY WITH REQUIREMENTS OF CHAPTER 4.

SEE DISCUSSION BELOW.

301.3 ALTERATION, ADDITION, OR CHANGE OF OCCUPANCY:

PROJECT USES METHOD DESCRIBED IN SECTION 301.3.1. SEE

DISCUSSION BELOW.

301.3.1 PRESCRIPTIVE COMPLIANCE METHOD:

BUILDING COMPLIES WITH 2021 IFC. SEE DISCUSSION BELOW.

306.2 DESIGN:

BUILDINGS AND FACILITIES SHALL BE DESIGNED AND

CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH THIS

CODE AND THE ALTERATION AND EXISTING BUILDING CONDITIONS

IN ICC A117.1, AS APPLICABLE. SEE DISCUSSION BELOW.

306.3 MAINTENANCE AND REPAIR:

PROJECT WILL MAINTAIN EXISTING ACCESSIBILITY TO BUILDING.

SEE DISCUSSION BELOW.

309.2 [EXTERIOR WALL COVERINGS] ADDITIONS AND REPLACEMENTS:

PROJECT INVOLVES REPAIRS OF EXTERIOR WALL ENVELOPE FOR

LESS THAN 15% OF ANY ONE SIDE OF THE BUILDING.NEW

MATERIALS WILL COMPLY WITH CHAPTERS 14 AND 26 OF THE IBC.

401.2 COMPLIANCE:

REPAIRS MAINTAIN THE EXISTING LEVEL OF SAFETY AND FIRE

PROTECTION.

503.1 [ALTERATIONS] GENERAL:

PROJECT DOES NOT PROPOSE ALTERATIONS THAT MAKE

EXISTING BUILDING LESS COMPLYING.

BUILDING AREA (IBC CODE)

AREA TYPE NAME GROSS AREA

LEVEL 1 INTERIOR FACTORY F-1 1748 SF

LEVEL 1 INTERIOR STORAGE S-1 4118 SF

LEVEL 1 INTERIOR ACCESSORY UTILITY 717 SF

LEVEL 1 INTERIOR BUSINESS 421 SF

LEVEL 1 INTERIOR STORAGE S-1 113 SF

LEVEL 1 INTERIOR STORAGE S-1 127 SF

LEVEL 1 EXTERIOR BUSINESS 54 SF

LEVEL 1 EXTERIOR BUSINESS 151 SF

LEVEL 1 EXTERIOR FACTORY F-1 13 SF

LEVEL 1 EXTERIOR STORAGE S-1 63 SF

100-L1-(39.2')-AFF 7525 SF

LEVEL 2 INTERIOR BUSINESS 3700 SF

LEVEL 2 INTERIOR ACCESSORY S-1 351 SF

LEVEL 2 INTERIOR ACCESSORY S-1 83 SF

LEVEL 2 EXTERIOR BUSINESS 42 SF

200-L2-AFF 4177 SF

Grand total 11703 SF

TITLE 19

19.44.020 [I-1 DISTRICT, INDUSTRIAL DISTRICT] PRINCIPAL USES

PERMITTED:

BUILDING CONTAINS OFFICES AND STORAGE FACILITIES, AS WELL

AS MANUFACTURING.

19.44.050 SCREENING OF STORAGE REQUIRED:

SEE SITE PLAN. STORAGE SCREENED FROM VIEW WITH HEDGE.

19.32.080 LOT, YARD, AND HEIGHT:

SEE BUILDING ELEVATIONS. BUILDING IS BELOW MAXIMUM HEIGHT.

19.64.010 PARKING AREAS - REQUIREMENTS ACCORDING TO USE:

BUILDING HAS APPRAISED VALUE OF $12,600. PROJECT COST

EXCEEDS 50% OF VALUE. BUILDING IS 11,650 SF AND REQUIRES 10

OFF-STREET PARKING SPACES. SITE PROVIDES 25 PARKING

SPACES.

19.64.040 DESIGN STANDARDS:

A. EACH PARKING SPACE SHALL CONTAIN NOT LESS THAN 8 FT

WIDE BY 20 FT LONG IN AREA EXCLUSIVE OF ACCESS AND

CIRCULATION AISLES. […] C. ANY LIGHTING OF PARKING LOTS

SHALL BE ARRANGED TO REFLECT AWAY FROM PUBLIC RIGHTS-

OF-WAY AND FROM ANY ADJOINING RESIDENTIAL AREA. SEE SITE

PLAN.

19.64.070 PARKING AREAS - ACCESS:

[…] NO DRIVEWAY, PARKING LOT OR CURB CUTS IN ANY DISTRICT

SHALL EXCEED […] FOURTY FEET IN WIDTH FOR COMMERCIAL […]

STRUCTURES, AND DETAILED PLANS FOR ALL CURB CUTS SHALL

BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT OR

DESIGNATED REPRESENTATIVE FOR APPROVAL BEFORE A PERMIT

SHALL BE ISSUED THEREFORE. SEE SITE PLAN.

19.64.080 LOADING AREAS - WHERE REQUIRED:

LOADING AREAS PROVIDED.

19.64.100 LOADING AREAS - ACCESS:

LOADING AREAS ACCESS STREET.

506.1 [CHANGE OF OCCUPANCY] COMPLIANCE:

PROJECT CHANGES OCCUPANCY OF BUILDING FROM B TO

NONSEPARATED B, F-1, S-1 CONSTITUTING A GREATER FIRE RISK

BUT NOT LIFE RISK. HOWEVER, THE BUILDING IS MADE TO COMPLY

WITH THE REQUIREMENTS OF THE IBC FOR THOSE OCCUPANCIES.

506.3 STAIRWAYS:

EXISTING STAIRS COMPLY WITH 2021 IBC REQUIREMENTS IN

SECTION 1011.

2021 INTERNATIONAL BUILDING CODE

202 DEFINITIONS:

AREA, BUILDING. THE AREA INCLUDED WITHIN SURROUNDING

EXTERIOR WALLS EXCLUSIVE OF VENT SHAFTS AND COURTS.

AREAS OF THE BUILDING NOT PROVIDED WITH SURROUNDING

WALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS

ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE

ROOF OR FLOOR ABOVE.

FIRE AREA. THE AGGREGATE FLOOR AREA ENCLOSED AND

BOUNDED BY FIRE WALLS, FIRE BARRIERS, EXTERIOR WALLS, OR

HORIZONTAL ASSEMBLIES OF A BUILDING. AREAS OF THE

BUILDING NOT PROVIDED WITH SURROUNDING WALLS SHALL BE

INCLUDED IN THE FIRE AREA IF SUCH AREAS ARE INCLUDED

WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR

NEXT ABOVE.

SEE DISCUSSION BELOW. FIRE AREA IS UNDER 12,000 SF AND

EXTERIOR AREAS NOT PROVIDED WITH SURROUNDING WALLS BUT

INCLUDED WITHIN HORIZONTAL PROJECTION OF ROOF ABOVE.

PRIVATE GARAGE. A BUILDING OR PORTION OF A BUILDING IN

WHICH MOTOR VEHICLES USED BY THE OWNER OR TENANTS OF

THE BUILDING […] ON THE PREMISES ARE STORED OR KEPT,

WITHOUT PROVISIONS FOR REPAIRING OR SERVICING SUCH

VEHICLES FOR PROFIT.

BUILDING INCLUDES PRIVATE GARAGE AREA FOR THE STORAGE

OF VEHICLES OWNED BY BUILDING OWNER AND REPAIRS OR

SERVICES ARE NOT CONDUCTED FOR PROFIT.

302.1 [OCCUPANCY CLASSIFICATION AND USE] GENERAL:

BUILDING CONTAINS GROUPS B, F-1, AND S-1 NONSEPARATED

OCCUPANCIES. SEE BUILDING AREA TABLE FOR OCCUPANCY

CLASSIFICATIONS.

304.1 BUSINESS GROUP B:

PORTION OF BUILDING USED FOR OFFICE PURPOSES.

311.2 MODERATE-HAZARD FACTORY INDUSTRIAL, GROUP F-1:

SHOP AREAS CONTAIN ACTIVITIES INCLUDING SERVICE OF BOAT

ENGINES, SMALL ENGINE REPAIR, WOOD CONSTRUCTION, AND

WELDING.

312.1 [UTILITY AND MISCELLANEOUS GROUP U] GENERAL:

BUILDING CONTAINS A PRIVATE GARAGE. THIS IS AN ACCESSORY

USE.

312.2 PRIVAGE GARAGES AND CARPORTS:

PRIVATE GARAGES […] SHALL COMPLY WITH SECTION 406.3. SEE

DISCUSSION BELOW.

406.2.2 [MOTOR-VEHICLE-RELATED OCCUPANCIES] CLEAR HEIGHT:

CEILING HEIGHT EXCEEDS 7 FT IN VEHICLE AREA.

406.2.4 FLOOR SURFACES:

FLOOR SURFACE IS CONCRETE AND IS EXISITING. NO SLOPING

COMPONENT OR FLOOR DRAIN IS PROPOSED. NO FLUIDS WORK

WILL OCCUR IN PRIVATE GARAGE.

406.3.1 CLASSIFICATION:

GARAGE HAS AN AREA OF 717 SF.

406.3.2 SEPARATION:

BUILDING DOES NOT CONTAIN DWELLING UNITS. SEE DISCUSSION

BELOW, BUT BUILDING HAS NONSEPARATED OCCUPANCIES.

502.1 ADDRESS IDENTIFICATION:

SEE ELEVATIONS FOR ADDRESS NUMBERS.

504.3 HEIGHT IN FEET:

SEE TABLE 504.3. BUILDING COMPLIES WITH TABLE ALLOWANCES.

SEE ELEVATIONS FOR BUILDING HEIGHT.

504.4 NUMBER OF STORIES:

SEE TABLE 504.4. BUILDING COMPLIES WITH TABLE ALLOWANCES.

506.2 ALLOWABLE AREA DETERMINATION:

SEE TABLE 506.2. BUILDING COMPLIES WITH TABLE ALLOWANCES.

SEE BUILDING AREA SUMMARY AND CODE PLANS FOR LEVEL

AREAS.

506.2.2 MIXED-OCCUPANCY BUILDINGS:

SEE TABULATION INCLUDED WITH TABLE 506.2. SEE DISCUSSION

BELOW.

TABLE 504.3: ALLOWABLE BLDG HEIGHT IN FT ABOVE GRADE PLANE

OCC CLASS SPRINKLER TYPE VALUE

B/S/F NS V-B 40

TABLE 504.4: ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

OCC CLASS SPRINKLER TYPE VALUE

B NS V-B 2

S-1/F-1 NS V-B 1

TABLE 506.2: ALLOWABLE AREA FACTOR (At) IN SQUARE FEET

OCC CLASS SPRINKLER TYPE VALUE

B/S/F NS V-B 9,000

506.2.1: MAXIMUM ALLOWABLE AREA AA IN SQUARE FEET

AA = 15,750 SF PER STORY

At = 9,000

NS = 9,000

If = 0.75

506.3.1 [FRONTAGE INCREASE] MINIMUM PERCENTAGE OF PERIMETER:

BUILDING IS 75% SURROUNDED BY OPEN SPACE OR PUBLIC WAY

506.3.2 MINIMUM FRONTAGE DISTANCE:

BUILDING HAS THREE SIDES FACING AN OPEN SPACE AND PUBLIC

WAY THAT EXCEEDS THE MINIMUM DISTANCES FOR (W).

506.3.3 AMOUNT OF INCREASE:

PER TABLE 506.3.3, IF EQUALS 0.75.

508.2.1 [ACCESSORY] OCCUPANCY CLASSIFICATION:

BUILDING HAS A PRIVATE GARAGE WITH U OCCUPANCY ON LEVEL

1 AND STORAGE AREAS ON LEVEL 2 WITH S-1 OCCUPANCY.

508.2.2 ALLOWABLE BUILDING HEIGHT:

ALLOWABLE HEIGHT AND NUMBER OF STORIES FOR GROUPS S-1

AND B USED PER SECTION 504. MAIN OCCUPACY OF LEVEL 1 IS

GROUP S-1, LIMITED TO 1 STORY. MAIN OCCUPANCY OF LEVEL 2 IS

GROUP B, LIMITED TO 2 STORIES.

508.2.3 ALLOWABLE BUILDING AREA:

ALLOWABLE AREA FOR GROUP S-1 FOR LEVEL 1 AND B FOR LEVEL

2 USED PER SECTION 506. ACCESSORY OCCUPANCIES DO NOT

CONSTITUTE GREATER THAN 10% OF THE FLOOR AREA OF EACH

STORY AND DO NOT EXCEED VALUES IN TABLE 506.2 FOR

NONSPRINKLERED U OR S-1. LEVEL 1 HAS NONSEPARATED

OCCUPANCIES AND PRIVATE GARAGE IS CLASSIFIED AS S-1.

STORAGE ROOMS WITH S-1 OCCUPANCIES ON LEVEL 2 DO NOT

EXCEED 10% OF THE FLOOR AREA OF THAT FLOOR. PRIMARY

OCCUPANCY CLASSIFICATION OF STORY IS GROUP B.

508.2.4 SEPARATION OF OCCUPANCIES:

NO SEPARATION PROVIDED.

508.3.1 [NONSEPARATED OCCUPANCIES] OCCUPANCY CLASSIFICATION:

NO SEPARATE PROVIDED BETWEEN OCCUPANCIES. CODE

APPLIED TO EACH PORTION OF THE BUILDING EXCEPT THAT THE

MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 APPLY TO THE

THE TOTAL AREA.

508.3.2 ALLOWABLE BUILDING AREA, HEIGHT, AND NUMBER OF STORIES:

SEE TABLES 504.3, 504.4, 506.2. AREA OF EACH STORY IS BELOW

THE MINIMUM AREA, HEIGHT, AND STORY NUMBER FOR THE MOST

RESTRICTIVE GROUP UNDER CONSIDERATION FOR THAT STORY.

TABLE 705.5: FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR

WALLS BASED ON FIRE SEPARATION DISTANCE

FSD TYPE OF GROUP B/F-1/S-1

(FT) CONSTRUCTION

10≤X<30 V-B 0 HRS

X≥30 ALL 0 HRS

TABLE 601: FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS (HOURS)

TYPE V-B:

PRIMARY STRUCTURAL FRAME: 0 HRS

BEARING WALLS:

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

NONBEARING WALLS & PARTITIONS:

EXTERIOR: SEE TBL 705.5

INTERIOR: 0 HRS

FLOOR CONSTRUCTION, ETC: 0 HRS

ROOF CONSTRUCTION, ETC: 0 HRS

601 [TYPES OF CONSTRUCTION] GENERAL:

SEE TABLE 601. BUILDING IS TYPE V-B CONSTRUCTION. SEE

DISCUSSION BELOW.

602.5 TYPE V:

BUILDING IS CONSIDERED TYPE V-B CONSTRUCTION.

705.2 PROJECTIONS:

PROJECTIONS DO NOT EXTEND TO WITHIN 40 INCHES OF LINE

USED TO DETERMINE FSD.

705.2.2 TYPE III, IV, OR V CONSTRUCTION:

PROJECTIONS CONSTRUCTED FROM APPROVED MATERIALS.

705.8.1 ALLOWABLE AREA OF OPENINGS:

EXTERIOR WALLS WITH FSD BETWEEN 15 AND 20 FEET HAVE

UNPROTECTED OPENINGS THAT DO NOT MAKE UP GREATER THAN

25% OF THE WALL AREA. THOSE WALLS WITH GREATER THAN 30

FEET FSD HAVE UNLIMITED UNPROTECTED OPENING AREAS.

705.11 PARAPETS:

TABLE 705.5 ALLOWS ALL WALLS TO HAVE NO FIRE-RESISTANCE

RATING. NO PARAPET PROVIDED AT EXTERIOR WALLS.

708.5 EXTERIOR WALLS:

SEE TABLE 705.5. EXTERIOR WALLS OF BOILER ROOM HAVE

GREATER THAN 10 FT FSD SO REQUIRE 0 HR FIRE-RESISTANCE

RATING. EXTERIOR WALLS OF BOILER ROOM NOT RATED.

712.1.9 TWO-STORY OPENINGS:

VERTICAL OPENING IN SECOND STORY CONNECTS ONLY TWO

STORIES, THERE IS NO HORIZONTAL ASSEMBLY BETWEEN THE

STORIES, THE SPACE IS OPEN AND OCCUPIED AND SURROUNDED

BY COMPLETE WALL ASSEMBLIES, THE BUILDING DOES NOT

CONTAIN I OR R OCCUPANCIES, THE OPENING DOES NOT OPEN TO

A CORRIDOR, AND THE OPENING HAS SEPARATIONS TO SHAFT

ENCLOSURES.

803.13 INTERIOR FINISH REQUIREMENTS BASED ON OCCUPANCY:

SEE TABLE 803.13. ALL NEW FINISHES MEET FLAME SPREAD INDEX

REQUIREMENTS.

TABLE 803.13: INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY

OCCUPANCY (NONSPRINKLERED)

GROUP: INT EXIT EXIT ACCESS ROOMS

STAIRS EXIT STAIRS/RAMPS

B & S B B C F B C C

U NR NR NR

804.4.2 [INTERIOR FLOOR FINISH] MINIMUM CRITICAL RADIANT FLUX:

ALL NEW INTERIOR FLOORS HAVE MINIMUM CRITICAL RADIANT

FLUX OF NOT LESS THAN CLASS II.

806.7 INTERIOR TRIM:

EXISTING INTERIOR TRIM THAT IS COMBUSTIBLE DOES NOT

EXCEED 10% OF WALL OR CEILING AREA. ALL NEW TRIM HAS

MINIMUM CLASS C FLAME SPREAD OR IS COMBUSTIBLE AND DOES

NOT EXCEED THE AREA LIMIT.

806.8 INTERIOR FLOOR-WALL BASE:

FLOORS REQUIRED TO BE CLASS II; FLOOR BASE IS LESS THAN 6"

IN HEIGHT AND IS CLASS II.

903.2.4 GROUP F-1:

NO AUTOMATIC SPRINKLER SYSTEM PROVIDED. BUILDING

CONTAINS F-1 OCCUPANCY BUT FIRE AREA OF BUILDING IS NOT

GREATER THAN 12,000 SF.

903.2.4.1 WOODWORKING OPERATIONS:

NO AUTOMATIC SPRINKLER SYSTEM PROVIDED. SHOP AREAS

INCLUDE WOODWORKING OPERATIONS BUT AREA DOES NOT

EXCEED 2,500 SF. MECHANICAL WOODWORKING EQUIPMENT

PROVIDED WITH CLOSED DUST COLLECTION SYSTEM.

903.2.9 GROUP S-1:

NO AUTOMATIC SPRINKLER SYSTEM PROVIDED. BUILDING

CONTAINS S-1 OCCUPANCY BUT FIRE AREA OF BUILDING IS NOT

GREATER THAN 12,000 SF.

906.1 [PORTABLE FIRE EXTINGUISHERS] WHERE REQUIRED:

PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN THE

FOLLOWING LOCATIONS. 1. IN [GROUP B, F, AND S] OCCUPANCIES;

[…] 3. IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS

ARE STORED, USED OR DISPENSED; 4. ON EACH FLOOR OF

STRUCTURES UNDER CONSTRUCTION [...]; 6. SPECIAL-HAZARD

AREAS, INCLUDING BUT NOT LIMITED TO [...] WHERE REQUIRED BY

THE FIRE CODE OFFICIAL. SEE CODE PLANS.

[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS:

LIGHT HAZARD (B) OCCUPANCY: 2-A PER 3,000 SF PER UNIT OF A,

11,250 SF PER EXTINGUISHER, 75 FT TRAVEL DISTANCE. ORDINARY

HAZARD (S-1, F-1) OCCUPANCY: 2-A PER 1,500 SF PER UNIT OF A,

11,250 SF PER EXTINGUISHER, 75 FT TRAVEL DISTANCE. SEE CODE

PLANS. BUILDING HAS EXTINGUISHERS PROVIDED THROUGHOUT.

1003.2 [GENERAL MEANS OF EGRESS] CEILING HEIGHT:

CEILING HAS PROTRUDING ELEMENTS THAT REDUCE HEADROOM.

SEE DISCUSSION BELOW.

1003.3.2 [PROTRUDING OBJECTS] HEADROOM:

SOME PROTRUDING OBJECTS EXTEND BELOW MINIMUM CEILING

HEIGHT. THESE DO NOT COMPRISE MORE THAN 50% OF CEILING

AREA AND PROVIDE A HEADROOM OF GREATER THAN 80".

BARRIER PROVIDED AT AREAS WHERE CIRCULATION PATH HAS A

CLEARANCE LESS THAN 80".

1003.3.3 HORIZONTAL PROJECTIONS:

OBJECTS BETWEEN 27" AND 80" ABOVE FINISHED FLOOR DO NOT

PROJECT GREATER THAN 4" INTO THE CIRCULATION PATH.

1003.3.4 CLEAR WIDTH:

PROTRUDING OBJECTS DO NOT REDUCE THE MINIMUM CLEAR

WIDTH OF ACCESSIBLE ROUTES.

1003.4 SLIP-RESISTANT SURFACE:

FLOORS IN CIRCULATION PATHS ARE NON-SLIP AND SECURELY

ATTACHED.

1004.2.1 [CUMULATIVE OCCUPANT LOADS] INTERVENING SPACES OR

ACCESSORY AREAS:

WHERE OCCUPANTS EGRESS FROM ONE OR MORE ROOMS,

AREAS, OR SPACES THROUGH OTHERS, THE DESIGN OCCUPANT

LOAD SHALL BE THE COMBINED OCCUPANT LOAD OF

INTERCONNECTED ACCESSORY OR INTERVENING SPACES.

DESIGN OF EGRESS PATH CAPACITY SHALL BE BASED ON THE

CUMULATIVE PORTION OF OCCUPANT LOADS OF ALL ROOMS,

AREAS, OR SPACES TO THAT POINT ALONG THE PATH OF EGRESS

TRAVEL. SEE CODE PLANS.

1004.5 AREAS WITHOUT FIXED SEATING:

SEE ROOM OCCUPANT LOAD TABLE.

OCCUPANT LOAD CALCULATION SUMMARY:

RM OCC AREA OCC AREA OCC

CLASSIFICATION (SF) LOAD FACTOR TYPE LOAD

BUSINESS: 421 150 GROSS 2.8

FACTORY: 1681 100 GROSS 16.8

WAREHOUSE STORAGE: 4358 500 GROSS 8.7

ACCESSORY GARAGE: 717 200 GROSS 3.6

MECH: 67 300 GROSS 0.2

EXTERIOR AREAS: 229 300 GROSS 0.8

LEVEL 1 TOTAL: 7473 32.9

BUSINESS: 3678 150 GROSS 24.5

MECH/STORAGE: 456 300 GROSS 1.5

EXTERIOR AREAS: 42 300 GROSS 0.1

LEVEL 2 TOTAL: 4176 26.1

BUILDING TOTAL: 59

1004.7 OUTDOOR AREAS:

BUILDINGS HAVE COVERED EXTERIOR AREAS ASSOCIATED WITH

THE BUILDING USE. THESE ARE FREE AND OPEN TO A PUBLIC

WAY.

1005.1 [MEANS OF EGRESS SIZING] GENERAL:

BUILDINGS ARE EXISTING AND EXISTING MEANS OF EGRESS WILL

BE MAINTAINED. EXISTING MEANS OF EGRESS COMPLY WITH

STANDARDS OF IBC.

1005.3.1 STAIRWAYS:

SEE CODE PLANS. EXISTING EXIT STAIRWAYS COMPLY WITH

STANDARD BUT ARE NOT MODIFIED WITH PROJECT.

1005.3.2 OTHER EGRESS COMPONENTS:

SEE CODE PLANS. EXISTING COMPONENTS OF EGRESS COMPLY

WITH STANDARD AND WILL NOT BE MODIFIED WITH PROJECT.

NEW COMPONENTS OF EGRESS WILL COMPLY WITH STANDARD.

1005.4 CONTINUITY:

EXISTING COMPONENTS OF EGRESS MEET STANDARDS FOR

CAPACITY. LEVEL OF PROTECTION IS NOT REDUCED BY WORK.

1005.5 DISTRIBUTION OF MINIMUM WIDTH AND REQUIRED CAPACITY:

STORIES OF BUILDING AND SPACES REQUIRE MORE THAN ONE

EXIT. LOSS OF ONE EXIT DOES NOT REDUCE THE AVAILABLE

CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY.

1005.7.1 [ENCROACHMENT] DOORS:

SEE CODE PLANS. DOORS WHEN FULLY OPENED DO NOT REDUCE

REQUIRED WIDTH BY MORE THAN 7".

1005.7.2 OTHER PROJECTIONS:

HANDRAILS PROJECT INTO REQUIRED WIDTH PER SECTION 1014.8.

1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS:

BUILDING IS EXISTING. WORK DOES NOT REDUCE NUMBER OR

CAPACITY OF EXITS.

TABLE 1020.3: MINIMUM CORRIDOR WIDTH (IN)

ANY FACILITY NOT LISTED 44

MECH ACCESS 24

<50 OCC 36

1020.5 DEAD ENDS:

SEE ARCHITECTURAL DRAWINGS. CORRIDORS DO NOT HAVE

GREATER THAN 20 FT DEAD-ENDS.

1023.1 [INTERIOR EXIT STAIRWAYS AND RAMPS] GENERAL:

INTERIOR EXIT STAIR IS EXISTING AND NOT MODIFIED. STAIR MAY

MAINTAIN THE EXISTING LEVEL OF PROTECTION PER THE IEBC.

1027.3 [EXTERIOR EXIT STAIRWAYS AND RAMPS] OPEN SIDE:

BUILDING HAS EXISTING EXTERIOR EXIT STAIRWAY NOT ALTERED

WITH PROJECT. ALL WORK CONDUCTED TO THESE ELEMENTS

CONSTITUTES REPAIRS. ELEMENTS CONSIDERED CONFORMING

WITH 2000 IBC. EXISTING WIDTHS ACCOMMODATE REQUIRED

CAPACITIES.

1028.5 ACCESS TO A PUBLIC WAY:

SEE SITE PLAN. ALL EXITS DISCHARGE TO PUBLIC WAY.

1104.1 SITE ARRIVAL POINTS:

SEE SITE PLAN. ACCESSIBLE ROUTE PROVIDED FROM ACCESSIBLE

PARKING TO ACCESSIBLE BUILDING ENTRANCES. BUILDING IS

EXISTING AND HAS ACCESSIBLE ENTRANCE NOT BEING MODIFIED

IN PROJECT. MODIFIED ENTRANCES NOT REQUIRED TO BE

ACCESSIBLE. NEW ENTRANCE WILL BE ON ACCESSIBLE ROUTE.

1104.2 WITHIN A SITE:

SEE SITE PLAN. ACCESSIBLE ROUTE PROVIDED ON-SITE TO ALL

ACCESSIBLE FACILITIES, ELEMENTS, AND SPACES.

1104.3 CONNECTED SPACES:

SEE ARCHITECTURAL DRAWINGS. BUILDING HAS AN ACCESSIBLE

ROUTE TO ALL ACCESSIBLE SPACES. SEE DISCUSSION BELOW.

1104.4 MULTISTORY BUILDINGS AND FACILITIES:

EACH STORY HAS ACCESSIBLE SPACES AND AN ACCESSIBLE

ROUTE IS PROVIDED TO EACH STORY.

1104.5 LOCATION:

ACCESSIBLE ROUTE PROVIDED WITHIN BUILDING WITH EXISTING

ELEVATOR.

1105.1 [ACCESSIBLE ENTRANCES] PUBLIC ENTRANCES:

BUILDING IS NOT OPEN TO THE PUBLIC. MAIN ENTRANCE

COMPLIES WITH STANDARDS FOR ACCESSIBLE ENTRANCES.

1105.1.1 AUTOMATIC DOORS:

BUILDING OCCUPANT LOAD IS LESS THAN 500, THE NUMBER

REQUIRING AUTOMATIC DOOR OPERATION.

1105.1.4 RESTRICTED ENTRANCES:

ONE RESTRICTED ENTRANCE IS ACCESSIBLE.

1106.2 [PARKING AND PASSENGER LOADING FACILITIES] REQUIRED:

SEE SITE PLAN. PARKING AREA PROVIDES TWO ACCESSIBLE

PARKING SPACES.

1106.6 VAN SPACES:

SEE SITE PLAN. AT LEAST ONE VAN-ACCESSIBLE PARKING SPACE

PROVIDED.

1110.2 TOILET AND BATHING FACILITIES:

EACH FLOOR PROVIDED WITH ONE EXISTING ACCESSIBLE SINGLE-

USER TOILET ROOM PER GENDER. NO WORK PROPOSED IN TOILET

ROOMS.

2021 INTERNATIONAL PLUMBING CODE

TABLE 403.1 MINIMUM NUMBER OF REQUIRED FIXTURES:

EXISTING FACILITIES MEET REQUIREMENTS FOR 2021 IPC. NO

CHANGES REQUIRED. SEE TABLE 403.1.

1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED:

BUILDINGS HAVE ACCESSIBLE MEANS OF EGRESS PER THE 2000

IBC. NEW WORK DOES NOT REDUCE ACCESSIBLE MEANS OF

EGRESS.

1010.1.1 SIZE OF DOORS:

PROJECT PROPOSES REPAIRING AND REPLACING EGRESS

DOORS. ALL EGRESS DOORS ARE REPLACED IN-KIND WITH THE

SAME DIMENSIONS PER IEBC. PROJECT DOES NOT REDUCE THE

EXISTING LEVEL OF PROTECTION.

1010.2.2 HARDWARE:

SEE HARDWARE SCHEDULE. NEW DOORS OR EXISTING DOORS

MODIFIED AND REQUIRED TO BE ACCESSIBLE WILL HAVE

HARDWARE COMPLYING WITH THIS PROVISION.

1010.2.3 HARDWARE HEIGHT:

SEE DOOR SCHEDULE. BUILDING IS EXISTING AND AND EXISTING

HARDWARE WILL BE RETAINED WHERE NOT ALTERED. NEW

HARDWARE WILL COMPLY WITH THIS PROVISION.

1011 STAIRWAYS:

STAIRWAYS MAINTAIN EXISTING LEVELS OF PROTECTION PER

IEBC AND MEET CAPACITY REQUIREMENTS OF NEW USE.

1012 RAMPS:

NEW RAMPS COMPLY WITH SECTION 1012.

1014.2 [HANDRAILS] HEIGHT:

EXISTING HANDRAILS NOT MODIFIED BY WORK AND ALLOWED TO

REMAIN PER IEBC. NEW HANDRAILS COMPLY WITH THE

STANDARD.

1014.3 HANDRAIL GRASPABILITY:

EXISTING HANDRAILS NOT MODIFIED BY WORK AND ALLOWED TO

REMAIN PER IEBC. NEW HANDRAILS COMPLY WITH THE

STANDARD.

1014.4 HANDRAIL EXTENSIONS:

EXISTING HANDRAILS NOT MODIFIED BY WORK AND ALLOWED TO

REMAIN PER IEBC. NEW HANDRAILS COMPLY WITH THE

STANDARD.

1014.7 CLEARANCE:

EXISTING HANDRAILS NOT MODIFIED BY WORK AND ALLOWED TO

REMAIN PER IEBC. NEW HANDRAILS COMPLY WITH THE

STANDARD.

1016.2 EGRESS THROUGH INTERVENING SPACES:

SEE CODE PLANS. SOME EGRESS PATHS IN BUILDING PASS

THROUGH VESTIBULES OR ADJACENT ROOMS THAT ARE

ACCESSORY TO ONE OR THE OTHER.

1017.2 [EXIT ACCESS TRAVEL DISTANCE] LIMITATIONS:

SEE CODE PLANS FOR EXIT ACCESS TRAVEL DISTANCE.

1017.3 MEASUREMENT:

SEE CODE PLANS FOR EXIT ACCESS TRAVEL DISTANCE.

1018.5 AISLES IN OTHER THAN ASSEMBLY SPACES AND GROUPS B AND M:

SEE TABLE 1020.3 FOR CORRIDOR AND AISLE WIDTH

REQUIREMENTS.

1019.1 [EXIT ACCESS STAIRWAYS] GENERAL:

EXISTING INTERIOR AND EXTERIOR EXIT STAIR NOT MODIFIED BY

PROJECT. NEW EXTERIOR RAMP IS FULLY EXTERIOR TO BUILDING.

1019.3 OCCUPANCIES OTHER THAN GROUPS I-2 AND I-3:

EXISTING STAIRWAY CONNECTS ONLY TWO ADJACENT STORIES.

NO SHAFT ENCLOSURE PROVIDED PER EXCEPTION 1.

1020 CORRIDORS:

STANDARDS APPLY TO NEW CORRIDORS.

1020.2 [CORRIDORS] CONSTRUCTION:

NEW CORRIDORS PROVIDED WITH 0-HR FIRE-RESISTANCE RATING

PER TABLE AS CORRIDORS SERVE FEWER THAN 30 OCCUPANTS.

1020.3 WIDTH AND CAPACITY:

SEE ARCHITECTURAL DRAWINGS. NEW CORRIDORS HAVE WIDTHS

MEETING OR EXCEEDING MINIMUM WIDTH.

TABLE 1006.2.1: SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

(NONSPRINKLERED)

GROUP: MAX OCC LOAD OCC MAX COMMON PATH OF

OF SPACE EGRESS TRAVEL DISTANCE (FT)

B 49 1-30 100

>30 75 F 49 1-30 75

>30 75 S 29 1-30 100

>30 75 U 49 1-30 75

>30 75

TABLE 403.1: MIN NUMBER OF REQUIRED PLUMBING FIXTURES

GROUP: OCC WC WC U U LAV LAV DF DF

REQ'D M/W ALLOWED M REQ'D M/W REQ'D

LEVEL 1: 33

B 3 1 PER 25 < 50 0.1/0.1 2/3RD MAX 0.0 1 PER 40 <80 0.0/0.0 1 PER 100 0.0

F-1 16 1 PER 100 0.1/0.1 2/3RD MAX 0.1 1 PER 100 0.1/0.1 1 PER 400 0.0

S-1 14 1 PER 100 0.1/0.1 2/3RD MAX 0.1 1 PER 100 0.1/0.1 1 PER 1000 0.0

LEVEL 1 TOTAL: 0.3/0.3 0.2 0.2/0.2 0.0

LEVEL 2: 26

B 26 1 PER 25 < 50 0.5/0.5 2/3RD MAX 0.4 1 PER 40 <80 0.3/0.3 1 PER 100 0.3

LEVEL 2 TOTAL: 0.5/0.5 0.3 0.3/0.3 0.3

LEVEL 1 TOTALS PROVIDED: 1/1 0 1/1 2

LEVEL 2 TOTALS PROVIDED: 1/1 0 1/1 2

OTHER: 1 SERVICE SINK REQUIRED

2021 UNIFORM PLUMBING CODE

TABLE 422.1 MINIMUM PLUMBING FIXTURES:

BUILDING DOES NOT CHANGE OCCCUPANCY OR MAKE CHANGES

TO NUMBER OF TOILET ROOMS PROVIDED. 2021 IPC TABLE 403.1 IS

THE MORE RESTRICTIVE CODE BUT EXISTING FACILITIES MEET

REQUIREMENTS.

UP

DN

DN

DN

1 1

A B C D E F G H J

'-6

132'-0"

'-5

'-2

'-5

5'

-0

7' -6

7' -6

'-6

'-0

'-0

'-6

'-0

21'-8" 21'-8" 21'-8" 16'-6" 9'-6" 9'-0" 16'-0" 16'-0"

SHOP

101A

17 OCC

STORAGE

1 OCC

MUD ROOM

3 OCC

COMPUTER

107A

STAIR

110 HERITAGE SECURE

ROOM

STORAGE

3 OCC

STORAGE

4 OCC

MUD ROOM

101C

1 OCC

JAN

WOMEN

MEN

MECH

1748 SF

FACTORY F-1

54 SF

BUSINESS

151 SF

BUSINESS

13 SF

FACTORY F-1

4118 SF

STORAGE S-1

VEST

101B

GARAGE

4 OCC

717 SF

ACCESSORY UTILITY 19 8.

5"

4 0.

8"

3 0.

6"

3.4

13 OCC

13 OCC

63 SF

STORAGE S-1

421 SF

BUSINESS

CAGE 1

101A.1

CAGE 2

101A.2

CAGE 3

101A.3

FIRE CACHE

0.6"

113 SF

STORAGE S-1

127 SF

STORAGE S-1

8' -0

P.L.P.L.

DISTANCE TO

PROPERTY LINE

OPEN COVERED UNOCCUPIED STORAGE STRUCTURE

'-3

*2-A

*2-A

*2-A

*2-A

1 1

A B C D E F G H J

'-6

132'-0"

'-5

'-2

'-5

5'

-0

7' -6

7' -6

'-6

'-0

'-0

'-6

'-0

21'-8" 21'-8" 21'-8" 16'-6" 9'-6" 9'-0" 16'-0" 16'-0"

MECH

MEN

BREAK

2 OCC

WOMEN

GEN OFFICE

16 OCC

STAIR

OFFICE

1 OCC

LEO STORAGE

GEN OFFICE

2 OCC

GEN OFFICE

1 OCC

3700 SF

BUSINESS

42 SF

BUSINESS

DISPATCH

2 OCC

13 2.

6"

13 2.

6"

351 SF

ACCESSORY S-1

83 SF

ACCESSORY S-1

CAGE

206C

CODE LEGEND

EXIT

GROUP B

COMMON PATH OF EGRESS

EXIT ACCESS TRAVEL DISTANCE

BEYOND COMMON PATH

F.E.*255

68.4"

OCC

REQ'D CAPACITY 2-A

GROUP

S-1

GROUP

F-1

ACCESSORY

U

ACCESSORY

S-1

1/16" = 1'-0"1 LEVEL 1 CODE PLAN

1/16" = 1'-0"2 LEVEL 2 CODE PLAN

NOTIFICATION OF POTENTIAL HAZARDS

ASBESTOS, LEAD, AND OTHER HAZARDOUS MATERIALS ARE PRESENT IN THE BUILDING

AND MAY IMPACT THE WORK OF ALL TRADES. REGULATED AIR CONTAMINANTS,

INCLUDING ASBESTOS AND LEAD, ARE ALSO PRESENT IN SETTLED AND CONCEALED

DUST IN AND ON ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL

COMPONENTS OR SYSTEMS THROUGHOUT THE BUILDING. ALL TRADES SHALL

COORDINATE WITH OTHER TRADES AND CONDUCT THEIR WORK TO PREVENT WORKER

EXPOSURE OR SITE CONTAMINATION. REFER TO SPECIFICATION DIVISIONS 0, 1, AND 2

FOR SPECIFIC INFORMATION CONCERNING DISTURBING, REMOVING, AND DISPOSING OF

THESE MATERIALS AND THE INSTALLATION OF THE NEW MATERIALS OR COMPONENTS.

THIS NOTIFICATION IS PROVIDED IN ACCORDANCE WITH EPA AND OSHA REQUIREMENTS.

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AND MAY IMPACT THE WORK OF ALL TRADES. REGULATED AIR CONTAMINANTS,

INCLUDING ASBESTOS AND LEAD, ARE ALSO PRESENT IN SETTLED AND CONCEALED

DUST IN AND ON ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL

COMPONENTS OR SYSTEMS THROUGHOUT THE BUILDING. ALL TRADES SHALL

COORDINATE WITH OTHER TRADES AND CONDUCT THEIR WORK TO PREVENT WORKER

EXPOSURE OR SITE CONTAMINATION. REFER TO SPECIFICATION DIVISIONS 0, 1, AND 2

FOR SPECIFIC INFORMATION CONCERNING DISTURBING, REMOVING, AND DISPOSING OF

THESE MATERIALS AND THE INSTALLATION OF THE NEW MATERIALS OR COMPONENTS.

THIS NOTIFICATION IS PROVIDED IN ACCORDANCE WITH EPA AND OSHA REQUIREMENTS.

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SPECIFICATIONS

TABLE OF CONTENTS

SECTION 01 07 32.9 - CUTTING AND PATCHING

SECTION 01 30 00 - ADMINISTRATIVE REQUIREMENTS

SECTION 01 32 16 - CONSTRUCTION PROGRESS SCHEDULE

SECTION 01 35 45 - AIRBORNE CONTAMINANT CONTROL

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

SECTION 01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS

SECTION 01 60 00 - PRODUCT REQUIREMENTS

SECTION 01 61 16 - VOLATILE ORGANIC COMPOUND (VOC) CONTENT RESTRICTIONS

SECTION 01 70 00 - EXECUTION AND CLOSEOUT REQUIREMENTS

SECTION 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

SECTION 01 78 00 - CLOSEOUT SUBMITTALS

SECTION 01 79 00 - DEMONSTRATION AND TRAINING

SECTION 02 41 00 - DEMOLITION

SECTION 03 30 00 - CAST-IN-PLACE CONCRETE (SEE CIVIL AND STRUCTURAL) - INCLUDED IN

CONSTRUCTION DOCUMENTS

SECTION 06 10 53 - MISCELLANEOUS ROUGH CARPENTRY - INCLUDED IN CONSTRUCTION

DOCUMENTS

SECTION 06 10 63 - EXTERIOR ROUGH CARPENTRY - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 06 16 36 - WOOD PANEL PRODUCT SHEATHING - INCLUDED IN CONSTRUCTION

DOCUMENTS

SECTION 06 41 00 - ARCHITECTURAL WOOD CASEWORK - INCLUDED IN CONSTRUCTION

DOCUMENTS

SECTION 06 46 00 - WOOD TRIM - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 07 46 16 - ALUMINUM SIDING - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 07 60 00 - FLASHING AND SHEET METAL - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 07 61 13 - STANDING SEAM SHEET METAL ROOFING - INCLUDED IN CONSTRUCTION

DOCUMENTS

SECTION 07 65 00 - SELF-ADHERING SHEET FLASHING - INCLUDED IN CONSTRUCTION DOCUMENTS SECTION 07 71 23 - MANUFACTURED GUTTERS AND DOWNSPOUTS - INCLUDED IN CONSTRUCTION

DOCUMENTS

SECTION 08 13 13 - HOLLOW METAL DOORS - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 08 33 23 - OVERHEAD COILING DOORS - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 08 71 00 - DOOR HARDWARE

SECTION 08 84 00 - PLASTIC GLAZING - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 09 29 00 - GYPSUM BOARD - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 09 65 16 - RESILIENT SHEET FLOORING - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 09 67 13 - ELASTOMERIC LIQUID FLOORING - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 09 77 00 - FIBERGLASS REINFORCED WALL PANELS - INCLUDED IN CONSTRUCTION

DOCUMENTS

SECTION 09 90 00 - PAINTING - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 09 96 53 - ELASTOMERIC COATINGS - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 10 44 13 - FIRE PROTECTION CABINETS - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 10 44 16 - FIRE EXTINGUISHERS - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 10 51 13 - METAL LOCKERS

SECTION 10 56 13 - METAL STORAGE SHELVING - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 11 30 13 - RESIDENTIAL APPLIANCES - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 22 10 00 - PLUMBING PIPING (SEE MECHANICAL)

SECTION 23 00 00 - HVAC (SEE MECHANICAL) - INCLUDED IN CONSTRUCTION DOCUMENTS

SECTION 26 00 00 - ELECTRICAL (SEE ELECTRICAL) - INCLUDED IN CONSTRUCTION DOCUMENTS

A.

B.

A.

B.

A.

B.

A.

B.

C.

A.

1.

2.

3.

B.

1.

2.

3.

4.

5.

SECTION 01 07 32.9 - CUTTING AND PATCHING

PART 1 - GENERAL

1.1 SUBMITTALS

SUBMIT A PROPOSAL DESCRIBING PROCEDURES AT LEAST 10 DAYS BEFORE

THE TIME CUTTING AND PATCHING WILL BE PERFORMED, REQUESTING

APPROVAL TO PROCEED. INCLUDE EXTENTS, CHANGES TO IN-PLACE

CONSTRUCTION, PRODUCTS USED, DATES, UTLITY SERVICES &

MECHANICAL/ELECTRICAL SYSTEMS, STRUCTURAL ELEMENTS INVOLVED.

APPROVAL FROM CONTRACTING OFFICER REQUIRED TO PROCEED.

1.2 QUALITY ASSURANCE

DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT

COULD CHANGE THEIR LOAD-CARRYING CAPACITY OR LOAD-DEFLECTION

RATIO.

DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN

VISUAL EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH

CONSTRUCTION EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN A

MANNER THAT WOULD, IN ARCHITECT'S/ENGINEER ’S OPINION, REDUCE THE

BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE CONSTRUCTION

THAT HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY

MANNER.

PART 2 - PRODUCTS

2.1 MATERIALS

COMPLY WITH REQUIREMENTS SPECIFIED IN OTHER SECTIONS.

USE MATERIALS IDENTICAL TO IN-PLACE MATERIALS. FOR EXPOSED

SURFACES, USE MATERIALS THAT VISUALLY MATCH IN-PLACE ADJACENT

SURFACES TO THE FULLEST EXTENT POSSIBLE.

PART 3 - EXECUTION

3.1 PREPARATION

PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT.

PROTECT IN-PLACE CONSTRUCTION DURING CUTTING AND PATCHING TO

PREVENT DAMAGE. PROVIDE PROTECTION FROM ADVERSE WEATHER

CONDITIONS FOR PORTIONS OF PROJECT THAT MIGHT BE EXPOSED DURING

CUTTING AND PATCHING OPERATIONS.

WHERE EXISTING SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED,

RELOCATED, OR ABANDONED, BYPASS SUCH SERVICES/SYSTEMS BEFORE

CUTTING TO PREVENT INTERRUPTION TO OCCUPIED AREAS.

3.2 PERFORMANCE

CUTTING:

CUT IN-PLACE CONSTRUCTION BY SAWING, DRILLING, BREAKING,

CHIPPING, GRINDING, AND SIMILAR OPERATIONS, INCLUDING

EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS

RETAINED OR ADJOINING CONSTRUCTION. IF POSSIBLE, REVIEW

PROPOSED PROCEDURES WITH ORIGINAL INSTALLER; COMPLY WITH

ORIGINAL INSTALLER'S WRITTEN RECOMMENDATIONS.

IN GENERAL, USE HAND OR SMALL POWER TOOLS DESIGNED FOR

SAWING AND GRINDING, NOT HAMMERING AND CHOPPING. CUT

HOLES AND SLOTS AS SMALL AS POSSIBLE, NEATLY TO SIZE

REQUIRED, AND WITH MINIMUM DISTURBANCE OF ADJACENT

SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE.

CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE

REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF

PIPE OR CONDUIT TO PREVENT ENTRANCE OF MOISTURE OR OTHER

FOREIGN MATTER AFTER CUTTING.

PATCHING:

PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING,

CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE

OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS

INVISIBLE AS POSSIBLE. PROVIDE MATERIALS AND COMPLY WITH

INSTALLATION REQUIREMENTS SPECIFIED IN OTHER SECTIONS.

RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND

FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN

A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND

REFINISHING.

WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE

FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND

WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE

OF UNIFORM FINISH, COLOR, TEXTURE, AND APPEARANCE. REMOVE

IN-PLACE FLOOR AND WALL COVERINGS AND REPLACE WITH NEW

MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND

APPEARANCE.

PATCH, REPAIR, OR RE-HANG IN-PLACE CEILINGS AS NECESSARY TO

PROVIDE AN EVEN- PLANE SURFACE OF UNIFORM APPEARANCE.

PATCH COMPONENTS IN A MANNER THAT RESTORES ENCLOSURE TO

A WEATHER-TIGHT CONDITION.

A.

B.

C.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

A.

B.

C.

A.

B.

A.

B.

A.

B.

A.

A.

1.

B.

1.

C.

1.

2.

3.

a.

b.

c.

d.

e.

4.

5.

SECTION 01 30 00 - ADMINISTRATIVE REQUIREMENTS

PART 1 - GENERAL

1.1 GENERAL EDMINISTRATIVE REQUIREMENTS

COMPLY WITH REQUIREMENTS OF SECTION 01 70 00 - EXECUTION AND

CLOSEOUT REQUIREMENTS FOR COORDINATION OF EXECUTION OF

ADMINISTRATIVE TASKS WITH TIMING OF CONSTRUCTION ACTIVITIES.

COMPLY WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

MAKE THE FOLLOWING TYPES OF SUBMITTALS TO OWNER'S

REPRESENTATIVE:

REQUESTS FOR INTERPRETATION (RFI).

REQUESTS FOR SUBSTITUTION.

SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.

TEST AND INSPECTION REPORTS.

DESIGN DATA.

MANUFACTURER'S INSTRUCTIONS AND FIELD REPORTS.

APPLICATIONS FOR PAYMENT AND CHANGE ORDER REQUESTS.

PROGRESS SCHEDULES.

COORDINATION DRAWINGS.

CORRECTION PUNCH LIST AND FINAL CORRECTION PUNCH LIST FOR

SUBSTANTIAL COMPLETION.

CLOSEOUT SUBMITTALS.

PART 2 - NOT USED

PART 3 - EXECUTION

3.1 ELECTRONIC DOCUMENT SUBMITTALS

ALL DOCUMENTS TRANSMITTED FOR PURPOSES OF ADMINISTRATION OF

THE CONTRACT ARE TO BE IN ELECTRONIC (PDF) FORMAT SENT VIA EMAIL

OR UPLOADED TO FILE SERVER.

COST: THE COST OF THE SERVICE IS TO BE PAID BY CONTRACTOR; INCLUDE

THE COST OF THE SERVICE IN THE CONTRACT SUM.

PROJECT CLOSEOUT: CONTRACTING OFFICER WILL DETERMINE WHEN TO

TERMINATE THE SERVICE FOR THE PROJECT AND IS RESPONSIBLE FOR

OBTAINING ARCHIVE COPIES OF FILES FOR OWNER.

3.2 PRECONSTRUCTION MEETING

OWNER'S REPRESENTATIVE WILL SCHEDULE MEETING AFTER NOTICE OF

AWARD.

CONTRACTOR WILL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN FIVE

DAYS AFTER MEETING TO PARTICIPANTS, WITH COPIES TO OWNER,

CONTRACTING O, CONTRACTOR, PARTICIPANTS, AND THOSE AFFECTED

3.3 PROGRESS MEETINGS

CONTRACTOR WILL SCHEDULE AND ADMINISTER MEETINGS THROUGHOUT

PROGRESS OF THE WORK AT MAXIMUM WEEKLY INTERVALS.

CONTRACTOR WILL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN FIVE

DAYS AFTER MEETING TO PARTICIPANTS, WITH COPIES TO PARTICIPANTS,

AND THOSE AFFECTED BY DECISIONS MADE.

3.4 CONSTRUCTION REPORTS

PREPARE A DAILY CONSTRUCTION REPORT ("DAILY REPORTS") RECORDING

THE FOLLOWING INFORMATION CONCERNING EVENTS AT PROJECT SITE AND

PROJECT PROGRESS: DATE, PICTURES, SUBCONTRACTORS ON SITE,

APPROX. COUNT OF PERSONNEL, MAJOR EQUIPMENT, MATERIAL

DELIVERIES, SAFETY, ENVIRONMENTAL, OR INDUSTRIAL INCIDENTS;

MEETINGS, VISITORS, UNUSUAL EVENTS, STOPPAGES OR DELAYS,

EMERGENCY PROCEDURES, CHANGE ORDERS, TESTING OR INSPECTIONS

PERFORMED, ANTICIPATED RFI OR CHANGE ORDER CONCERNS, SIGNATURE

OF CONTRACTOR'S AUTHORIZED REPRESENTATIVE.

POST DAILY LOGS TO THE ELECTRONIC DOCUMENT SITE WITHIN TWO DAYS

3.5 REQUESTS FOR INTERPRETATION (RFI)

THE CONTRACTOR IS REQUIRED TO PREPARE AN RFI IMMEDIATELY UPON

DISCOVERY OF A NEED FOR INTERPRETATION OF THE CONTRACT

DOCUMENTS. FAILURE TO SUBMIT A RFI IN A TIMELY MANNER IS NOT A

LEGITIMATE CAUSE FOR CLAIMING ADDITIONAL COSTS OR DELAYS IN

EXECUTION OF THE WORK.

3.6 SUBMITTALS

SCHEDULE

SUBMIT TO CONTRACTING OFFICER FOR REVIEW A SCHEDULE FOR

SUBMITTALS IN TABULAR FORMAT.

SUBMITTALS FOR REVIEW - GENERAL

WHEN PRODUCTS OR FABRICATIONS ARE SPECIFIED OR IDENTIFIED

IN DRAWING, SUBMIT THE FOLLOWING FOR REVIEW, AS REQUESTED

FOR PRODUCT: PRODUCT DATA, SHOP DRAWINGS, SAMPLES,

MANUFACTURER'S INSTRUCTIONS, WARRANTY INFORMATION, TEST

REPORTS AND CERTIFICATES

SUBMITTALS FOR PROJECT CLOSEOUT

AT LEAST THREE DAYS PRIOR TO SCHEDULED DEADLINE FOR

SUBSTANTIAL COMPLETION, SUBMIT CONTRACTOR'S CORRECTION

PUNCH LIST FOR SUBSTANTIAL COMPLETION.

AT LEAST THREE DAYS PRIOR TO SCHEDULED FINAL INSPECTION,

SUBMIT FINAL CORRECTION PUNCH LIST INDICATING HOW AND WHEN

ALL PUNCH LIST ITEMS HAVE BEEN ADDRESSED, WITH EACH ITEM

SIGNED OFF BY THE RESPONSIBLE SUBCONTRACTOR'S FOREMAN

AND GENERAL CONTRACTOR'S SUPERINTENDENT.

FOR EACH SPECIFICATION, AS APPLICABLE, SUBMIT AT PROJECT

CLOSEOUT:

PROJECT RECORD DOCUMENTS.

OPERATION AND MAINTENANCE DATA.

WARRANTIES.

BONDS.

OTHER TYPES AS INDICATED.

CONTRACTING OFFICER TO HAVE A MINIMUM OF 10 WORKING DAYS

TO REVIEW EACH SUBMITTAL.

RESUBMITTALS SHALL BE COMPLETE AND INCLUDE ALL PREVIOUS

MARKUPS OR CLEARLY IDENTIFY ANY NEW OR REPLACED

INFORMATION TO BE REVIEWED.

A.

B.

C.

SECTION 01 32 16 - CONSTRUCTION PROGRESS SCHEDULE

PART 1 - GENERAL

1.1 SUBMITTALS

WITHIN 10 DAYS AFTER DATE OF AGREEMENT, SUBMIT PRELIMINARY SCHEDULE

DEFINING PLANNED OPERATIONS FOR THE FIRST 30 DAYS OF WORK, WITH A

GENERAL OUTLINE FOR REMAINDER OF WORK .

WITHIN 10 DAYS AFTER JOINT REVIEW, SUBMIT COMPLETE SCHEDULE.

SUBMIT UPDATED SCHEDULE WITH EACH APPLICATION FOR PAYMENT.PART 2 - NOT

USED

A.

A.

B.

SECTION 01 35 45 - AIRBORNE CONTAINMENT CONTROL

PART 1 - GENERAL

1.1 DEFINITIONS

“AIRBORNE CONTAMINANTS” ARE THOSE CONTAMINANTS LISTED IN 29 CFR 1926.55

AND 8 AAC 61.1100 THAT HAVE THE POTENTIAL TO BECOME AIRBORNE DUE TO

VARIOUS WORK ACTIVITIES BEING PERFORMED BY THE CONTRACTOR.

ADDITIONALLY, AIRBORNE CONTAMINANTS INCLUDE THOSE FUMES AND ODORS

THAT MAY BE OBJECTIONABLE TO PERSONNEL IN OCCUPIED AREAS OF THE

FACILITY EVEN THOUGH THEY ARE NOT LISTED IN THE REFERENCE REGULATIONS.

AIRBORNE CONTAMINANTS MAY BE BROADLY CATEGORIZED AS PRE-EXISTING OR

ACTIVITY GENERATED. WITHIN 10 DAYS AFTER DATE OF AGREEMENT, SUBMIT

PRELIMINARY SCHEDULE DEFINING PLANNED OPERATIONS FOR THE FIRST 30 DAYS

OF WORK, WITH A GENERAL OUTLINE FOR REMAINDER OF WORK .

1.2 AIRBORNE CONTAMINANT CONTROL

CONTRACTOR SHALL ESTABLISH AND MAINTAIN CONTROL OVER THE GENERATION

AND CONTAINMENT OF ALL POTENTIAL AIRBORNE CONTAMINANTS SO THAT

WORKERS, FACILITIES, STAFF, PROGRAMS, EQUIPMENT, AND OPERATIONS ARE NOT

ADVERSELY AFFECTED,

THE CONTRACTOR SHALL ENSURE WORKERS HAVE THE PROPER PROTECTIVE

EQUIPMENT NEEDED FOR THE JOB BEING PERFORMED.

A.

B.

A.

B.

A.

B.

C.

A.

A.

A.

B.

C.

A.

B.

A.

B.

C.

D.

E.

A.

B.

A.

B.

C.

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 TEMPORARY UTILITIES

CONTRACTOR TO PAY FOR ALL ELECTRICAL POWER, LIGHTING, WATER, HEATING

AND COOLING, AND VENTILATION

REQUIRED FOR CONSTRUCTION PURPOSES.

CONTRACTOR TO COORDINATE WITH THE UTILITY SERVICE PROVIDER TO INSTALL

TEMPORARY SERVICES AND METERS. COSTS FOR SUCH INSTALLATIONS BY

CONTRACTOR.

1.2 TEMPORARY SANITARY FACILITIES

PROVIDE AND MAINTAIN REQUIRED FACILITIES AND ENCLOSURES. PROVIDE AT TIME

OF PROJECT MOBILIZATION.

MAINTAIN DAILY IN CLEAN AND SANITARY CONDITION.

1.3 BARRIERS

PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION

AREAS, TO PREVENT ACCESS TO AREAS THAT COULD BE HAZARDOUS TO WORKERS

OR THE PUBLIC AND TO PROTECT EXISTING FACILITIES AND ADJACENT SPACES

FROM DAMAGE FROM CONSTRUCTION OPERATIONS AND DEMOLITION.

PROVIDE PROTECTION FOR PLANTS DESIGNATED TO REMAIN. REPLACE DAMAGED

PLANTS.

PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS, SITE, AND

STRUCTURES FROM DAMAGE.

1.4 FENCING

PROVIDE 6 FOOT HIGH FENCE AROUND CONSTRUCTION SITE; EQUIP WITH

VEHICULAR AND PEDESTRIAN GATES WITH LOCKS.

1.5 EXTERIOR ENCLOSURES

PROVIDE TEMPORARY INSULATED WEATHER TIGHT CLOSURE OF EXTERIOR

OPENINGS TO ACCOMMODATE ACCEPTABLE WORKING CONDITIONS AND

PROTECTION FOR PRODUCTS, TO ALLOW FOR TEMPORARY HEATING AND

MAINTENANCE OF REQUIRED AMBIENT TEMPERATURES, AND TO PREVENT ENTRY

OF UNAUTHORIZED PERSONS. PROVIDE ACCESS DOORS WITH SELF-CLOSING

HARDWARE AND LOCKS.

1.6 SECURITY

PROVIDE SECURITY AND FACILITIES TO PROTECT WORK, EXISTING FACILITIES, AND

OPERATIONS FROM UNAUTHORIZED ENTRY, VANDALISM, OR THEFT.

CONTRACTOR IS RESPONSIBLE FOR EXISTING AND NEW FACILITES FOR THE

DURATION OF THE PROJECT AND FOR THE CONTENTS OF THE BUILDING WHEN THE

OWNER IS NOT PHYSICALLY OCCUPYING THE BUILDING.

CONTRACTOR IS RESPONSIBLE TO SECURE WORK AREA FROM UNAUTHORIZED

ENTRY WHEN WORK IS OCCURING AND WHEN WORK IS PAUSED WITHOUT

WORKERS PHYSICALLY PRESENT.

1.7 VEHICULAR ACCESS AND PARKING

PROVIDE AND MAINTAIN ACCESS TO FIRE HYDRANTS, FREE OF OBSTRUCTIONS.

EXISTING PARKING AREAS MAY BE USED FOR CONSTRUCTION PARKING AS

APPROVED BY OWNER.

1.8 WASTE REMOVAL

PROVIDE WASTE REMOVAL FACILITIES AND SERVICES AS REQUIRED TO MAINTAIN

THE SITE IN CLEAN AND ORDERLY CONDITION.

PROVIDE CONTAINERS WITH LIDS. REMOVE TRASH FROM SITE PERIODICALLY.

DO NOT STORE ANY TRASH ON SITE OUTSIDE THE IMMEDIATE WORK AREA AT ANY

TIME.

IF MATERIALS TO BE RECYCLED OR RE-USED ON THE PROJECT MUST BE STORED

ON-SITE, PROVIDE SUITABLE NON-COMBUSTIBLE CLIMATE CONTROLLED

CONTAINERS; LOCATE CONTAINERS HOLDING FLAMMABLE MATERIAL OUTSIDE THE

STRUCTURE UNLESS OTHERWISE APPROVED BY THE AUTHORITIES HAVING

JURISDICTION.

CONTRACTOR SHALL PAY FOR ALL WASTE SERVICES INCLUDING LANDFILL AND

TRANSPORTATION FEES.

1.9 PROJECT IDENTIFICATION

PROVIDE PROJECT IDENTIFICATION SIGN OF DESIGN, CONSTRUCTION, AND

LOCATION APPROVED BY OWNER.

NO OTHER SIGNS ARE ALLOWED WITHOUT OWNER PERMISSION EXCEPT THOSE

REQUIRED BY LAW.

1.10 REMOVAL OF UTILITIES, FACILITES, AND CONTROLS

REMOVE TEMPORARY UTILITIES, EQUIPMENT, FACILITIES, MATERIALS, PRIOR TO

DATE OF FINAL COMPLETION INSPECTION.

CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY

WORK.

RESTORE EXISTING AND FACILITIES USED DURING CONSTRUCTION TO ORIGINAL

CONDITION.

A.

B.

C.

D.

A.

A.

1.

2.

SECTION 01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS

PART 1 - GENERAL

1.1 PROJECT GOALS

PREVENT DEPOSITION OF DUST AND OTHER PARTICULATES IN HVAC DUCTS AND

EQUIPMENT.

AVOID CONSTRUCTION PRACTICES THAT COULD RESULT IN CONTAMINATION OF

INSTALLED PRODUCTS LEADING TO INDOOR AIR POLLUTION.

CONTRACTOR TO PAY FOR ALL ELECTRICAL POWER, LIGHTING, WATER, HEATING

AND COOLING, AND VENTILATION

REQUIRED FOR CONSTRUCTION PURPOSES.

CONTRACTOR TO COORDINATE WITH THE UTILITY SERVICE PROVIDER TO INSTALL

TEMPORARY SERVICES AND METERS. COSTS FOR SUCH INSTALLATIONS BY

CONTRACTOR.

PART 2 - NOT USED

PART 3 - EXECUTION

3.1 CONSTRUCTION PROCEDURES

PREVENT THE ABSORPTION OF MOISTURE AND HUMIDITY BY ADSORPTIVE

MATERIALS

3.2 BUILDING FLUSHOUT OR AIR CONTANIMANT TESTING

CONTRACTOR OPTION: EITHER:

PERFORM BUILDING FLUSH-OUT BEFORE OCCUPANCY BUT NOT BEFORE ALL

CONSTRUCTION IS COMPLETE, OR;

PERFORM AIR CONTAMINENT TESTING BEFORE OCCUPANCY BUT NOT

BEFORE ALL CONSTRUCTION IS COMPLETE

A.

1.

2.

A.

A.

1.

2.

3.

B.

1.

2.

3.

4.

5.

6.

A.

B.

A.

B.

C.

D.

E.

F.

G.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

SECTION 01 60 00 - PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.1 QUALITY ASSURANCE

BIO-BASED CONTENT: OF VEGETABLE OR ANIMAL ORIGIN, NOT INCLUDING

PRODUCTS MADE BY KILLING THE

ANIMAL.

DETERMINE PERCENTAGE OF BIO-BASED CONTENT IN ACCORDANCE WITH

ASTM D6866.

BIO-BASED CONTENT…