Attachment 9 - Drawings_Harris Bldg Renovation 100 Percent.pdf

Petersburg

Juneau

ALASKA

Anchorage

PROJECT LOCATION

M

ITKOF HIGHW

AY

0 - TITLESHEET

G0.00 TITLESHEET

1 - GENERAL

G1.01 GENERAL INFO

G1.02 CODE ANALYSIS

G1.03 CODE PLANS

2 - CIVIL

C.0 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

C.1 EXISTING CONDITIONS AND DEMOLITION

C.2 SITE PLAN

C.3 GRADING PLAN & LAYOUT INFORMATION

C.4 CIVIL TYPICAL SECTIONS

C.5 CIVIL DETAILS (1 OF 2)

C.6 CIVIL DETAILS ( 2 OF 2)

3 - STRUCTURAL

S0.01 STRUCTURAL NOTES & ABBREVIATIONS

S0.02 SPECIAL INSPECTIONS AND TESTING

S1.01 OVERALL FLOOR PLAN

S2.01 FRAMING DETAILS

S3.01 NEW ENTRY PARTIAL PLANS AND DETAILS

4 - ARCHITECTURAL

A0.01 SHEET SPECIFICATIONS

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 & TENT DRYING DIAGRAM

A10.01 EXTERIOR DETAILS

A12.01 SCHEDULES & DOOR TYPES

5 - MECHANICAL

M0.01 MECHANICAL LEGEND

M0.02 MECHANICAL SCHEDULES

M0.03 MECHANICAL SHEET SPECIFICATIONS

M1.01 LEVEL 1 FLOOR PLAN - MECHANICAL - DEMOLITION

M3.01 LEVEL 1 FLOOR PLAN - PLUMBING

M4.01 LEVEL 1 FLOOR PLAN - HVAC

M4.02 LEVEL 2 FLOOR PLAN - HVAC

M5.01 DIAGRAMS AND DETAILS - MECHANICAL

6 - ELECTRICAL

E0.01 LEGEND AND ABBREVIATIONS

E0.02 LIGHTING FIXTURES AND PANEL SCHEDULES

E0.03 ELECTRICAL SPECIFICATIONS

E1.00 SITE PLAN

E1.21 FIRST FLOOR PLAN - LIGHTING - DEMO

E1.31 FIRST FLOOR PLAN - POWER AND SYSS - DEMO

E1.32 SECOND FLOOR PLAN - POWER AND SYSS - DEMO

E2.01 FIRST FLOOR PLAN - LIGHTING

E3.01 FIRST FLOOR PLAN - POWER AND SYSS

E3.02 SECOND FLOOR PLAN - POWER AND SYSS

E6.00 DETAILS & DIAGRAMS

ALASKA

PETERSBURG BOROUGH

R10 ALASKA

TONGASS NATIONAL FOREST

PETERSBURG DISTRICT OFFICE

United States Department of Agriculture

Forest Service

VICINITY MAP

TRAVEL DIRECTIONS:

FOREST LOCATION

FOREST ENGINEER

RECOMMENDED BY:

DISTRICT RANGER

FOREST SUPERVISOR

RO FACILITIES PROGRAM MANAGER

APPROVED:

DIRECTOR OF ENGINEERING DATE

DATE

DATE

DATE

DATE

SHEET 001 OF 046

DIRECTOR OF RECREATION DATE

PETERSBURG OFFICE CONSOLIDATION

& WORK CENTER REPLACEMENT -

HARRIS 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

SHEET INDEX

BASE BID:

AS DEFINED IN THE SOLICITATION PACKET.

OPTION ITEM 1006 (IN ADDITION TO THOSE PROVIDED IN

SOLICITATION PACKET):

O-1006F - CONTRACTOR INSTALLATION OF METAL

STORAGE SYSTEMS.

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

EX/(E) EXISTING

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

IHM INSULATED HOLLOW METAL

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/PWD 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

VR VAPOR RETARDER

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 LEGEND

F1

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 SLAB

10'-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. CONSTRUCTION TO BE IN COMPLIANCE WITH ALL FEDERAL,

STATE, AND LOCAL BUILDING CODES AND REGULATIONS.

2. EXISTING CONDITIONS:

A. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS

PRIOR TO COMMENCEMENT OF WORK AND NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCIES WITH

CONDITIONS AS SHOWN IN DOCUMENTS.

B. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN

ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY

AND MUST BE VERIFIED.

C. 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.

D. PROTECT ANY EXISTING CONSTRUCTION FROM DAMAGE

AT ALL TIMES DURING WORK.

E. SALVAGE ALL ITEMS THAT ARE TO BE REMOVED BUT

NOT REPURPOSED AND THAT ARE IN GOOD CONDITION.

SUCH ITEMS ARE TO BE PROTECTED AND DONATED.

3. ALL DIMENSIONS ARE TO GRIDLINE OR FACE OF STUD UNLESS

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

SIDE.

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

THE END OF EACH SHIFT.

5. PROVIDE CONCEALED FRAMING WHERE HEIGHT EXCEEDS

LIMITING HEIGHT OF STUD SIZE.

6. PROVIDE BACKING AS REQUIRED FOR CASEWORK AND OTHER

ITEMS THAT ARE WALL SUPPORTED.

7. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATION

AND TYPE OF PLUMBING FIXTURES.

8. IN CASE OF A CONFLICT IN THE DOCUMENTS, THE

CONTRACTOR SHALL ASSUME THE GREATER VALUE OF SUCH

CIRCUMSTANCES.

9. DOORS ROUGH OPENING SHALL BE LOCATED 6" FROM

ADJACENT WALL FINISH UNLESS NOTED OTHERWISE.

GENERAL NOTES & EXISTING

CONDITIONS

ADA MOUNTING HEIGHTS

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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

2024 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 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 3722 SF

LEVEL 2 INTERIOR ACCESSORY S-1 298 SF

LEVEL 2 INTERIOR ACCESSORY S-1 96 SF

LEVEL 2 EXTERIOR BUSINESS 42 SF

ACCESSORY S-1 19 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 IBC REQUIREMENTS IN SECTION

1011.

2024 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 MINOR SERVICE OF

BOAT ENGINES, SMALL ENGINE REPAIR, WOOD CONSTRUCTION.

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. BUILDING HAS NONSEPARATED OCCUPANCIES.

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 8,500

506.2.1: MAXIMUM ALLOWABLE AREA AA IN SQUARE FEET

AA = 15,750 SF PER STORY

At = 8,500

NS = 8,500

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 (INDUSTRIAL): 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.

2024 INTERNATIONAL PLUMBING CODE

TABLE 403.1 MINIMUM NUMBER OF REQUIRED FIXTURES:

EXISTING FACILITIES MEET REQUIREMENTS FOR 2024 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

2018 UNIFORM PLUMBING CODE

TABLE 422.1 MINIMUM PLUMBING FIXTURES:

BUILDING DOES NOT CHANGE OCCCUPANCY OR MAKE CHANGES

TO NUMBER OF TOILET ROOMS PROVIDED. 2024 IPC TABLE 403.1 IS

THE MORE RESTRICTIVE CODE BUT EXISTING FACILITIES MEET

REQUIREMENTS.

UP

DN

DN

DN

A B C D E F G H J

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101A

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STORAGE

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COMPUTER

107A

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BUSINESS

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13 SF

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717 SF

ACCESSORY UTILITY

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STORAGE S-1

421 SF

BUSINESS

CAGE 1

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CAGE 2

101A.2

CAGE 3

101A.3

FIRE CACHE

0.6"

113 SF

STORAGE S-1

127 SF

STORAGE S-1

P.L.P.L.

DISTANCE TO

PROPERTY LINE

OPEN COVERED UNOCCUPIED BIKE STORAGE STRUCTURE

*2-A

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*2-A

A B C D E F G H J

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MEN

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1 OCC

3722 SF

BUSINESS

42 SF

BUSINESS

DISPATCH

2 OCC

.6

.6

298 SF

ACCESSORY S-1

96 SF

ACCESSORY S-1

19 SF

ACCESSORY S-1

154'

CODE LEGEND

EXIT

GROUP B

COMMON PATH OF EGRESS

EXIT ACCESS TRAVEL DISTANCE

BEYOND COMMON PATH

F.E.*

68.4"

OCC

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GROUP

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CONCRETE WASHDOWN STATION

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STRUCTURAL NOTES

GENERAL

THE CONTRACTOR MUST VERIFY AND COORDINATE ALL DIMENSIONS AMONG THE DRAWINGS

BEFORE STARTING ANY WORK OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN

DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, SITE CONDITIONS OR GOVERNING

CODE, THE MORE STRINGENT REQUIREMENTS MUST GOVERN. CONTRACTOR MUST NOTIFY

THE ENGINEER OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. NOTES

ON INDIVIDUAL STRUCTURAL DRAWINGS MUST TAKE PRIORITY OVER GENERAL STRUCTURAL

NOTES. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT

SCALE DRAWINGS. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED AS TYP ON THE

PLANS BUT MUST APPLY AS SHOWN OR DESCRIBED IN THE DETAILS.

ALL CONSTRUCTION MUST COMPLY WITH THE 2018 INTERNATIONAL BUILDING CODE (IBC) AS

AMENDED AND ADOPTED BY THE CITY OF PETERSBURG.

SAFETY - THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL FEDERAL, STATE AND

LOCAL SAFETY STANDARDS. THE CONTRACTOR IS IN CHARGE OF ALL SAFETY MATTERS ON

AND AROUND THE JOB SITE.

STRUCTURAL DESIGN DATA

RISK CATEGORY IS II IN ACCORDANCE WITH IBC SECTION 1604.5. STRUCTURAL DESIGN IS IN

ACCORDANCE WITH THE 2018 IBC AND 2018 IEBC AS AMENDED AND ADOPTED BY THE CITY

OF PETERSBURG. WORK UNDER THE IEBC IS CONSIDERED A LEVEL 2 ALTERATION. NO WORK

WILL INCREASE THE STRESS DUE TO GRAVITY OR LATERAL LOADS TO ANY EXISTING

MEMBER BY MORE THAN 10%.

THE STRUCTURE HAS BEEN ANALYZED ASSUMING THE FOLLOWING OPERATIONAL LOADS ON

THE COMPLETED STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SHORING

AND BRACING DURING CONSTRUCTION.

LIVE LOADS: OFFICE AREAS = 50 PSF + 15 PSF PARTITION

1ST FLOOR CORRIDORS & EXITS = 100 PSF

CORRIDORS ABV 1ST FLOOR = 80 PSF

MECHANICAL ROOMS = 125 PSF

SNOW LOADS: GROUND SNOW (Pg) = 80 PSF Is=1.0, Ct=1.0, Ce=1.0 ROOF SNOW (Pf) = 40 PSF FLAT + DRIFT

WIND LOADS: BASIC WIND SPEED (3-SECOND GUST, Vult)=139 MPH, EXPOSURE C, INTERNAL PRESSURE GCpi=±0.55 (PARTIALLY ENCLOSED)

SEISMIC LOADS: SITE CLASS D-DEFAULT, SEISMIC DESIGN CATEGORY D,

SS=0.29, S1=0.275, SDS=0.30, Ie=1.0

FOUNDATIONS

FOUNDATIONS ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 1,500 PSF

UNDER SUSTAINED LOADING AND 2,500 PSF UNDER SHORT TERM LOADING.

FOUNDATION SOILS MUST BE PREPARED IN ACCORDANCE WITH THE IBC AND THE

GEOTECHNICAL INVESTIGATION REPORT DATED FEB 2004 BY PND, INC.

ALL ORGANIC, FROZEN, OR OTHER UNSUITABLE MATERIALS MUST BE REMOVED FROM SUB-

GRADE AND REPLACED WITH 12” MINIMUM COMPACTED GRANULAR NON-FROST

SUSCEPTIBLE (NFS) FILL. PIERS MUST BE FOUNDED UPON UNDISTURBED, NATURAL SUB-

GRADE.

SUB-GRADES BENEATH ANY NEW CONCRETE PADS OR SLABS MUST BE COMPACTED TO A

MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS MEASURED BY ASTM D1557.

BACKFILL AROUND AND ABOVE ALL FOUNDATION ELEMENTS MUST BE COMPACTED TO A

MINIMUM OF 90 PERCENT OF MAXIMUM DRY DENSITY.

DEFERRED DELEGATED DESIGN

THE FOLLOWING ITEMS ARE NOT INCLUDED IN THESE DRAWINGS AND REQUIRE

STRUCTURAL DESIGN TO BE FURNISHED BY THE CONTRACTOR:

1. SEISMIC ANCHORAGE OF MECHANICAL & ELECTRICAL EQUIPMENT

DRAWINGS AND CALCULATIONS FOR BUILDER-DESIGNED COMPONENTS, SEALED BY AN

ALASKA STATE REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN,

MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW FOR GENERAL CONFORMANCE TO THE

CONTRACT DOCUMENTS PRIOR TO SUBMITTING TO THE CITY OF PETERBURG BUILDING

DEPARTMENT FOR REVIEW. SUBMITTALS OF BUILDER-DESIGNED ITEMS MUST INCLUDE

LOCATIONS, MAGNITUDES, AND DIRECTIONS OF ALL FORCES TRANSFERRED TO THE

STRUCTURE. DEFERRED DELEGATED DESIGN SUBMITTALS MUST BE REVIEWED AND

APPROVED BY THE BUILDING DEPARTMENT OR AUTHORITY HAVING JURISDICTION PRIOR TO

INSTALLATION/CONSTRUCTION.

SUBMITTALS

THE CONTRACTOR MUST REVIEW, STAMP WITH THEIR APPROVAL, DATE AND SIGN ALL SHOP

DRAWINGS AND SUBMITTALS REQUIRED BY THE CONTRACT DRAWINGS PRIOR TO

SUBMITTAL TO THE ENGINEER. AT THE TIME OF SUBMISSION, THE CONTRACTOR MUST

INFORM THE ENGINEER IN WRITING OF ANY DEVIATION IN THE SHOP DRAWINGS FROM THE

REQUIREMENTS OF THE CONTRACT DRAWINGS. DIMENSIONS AND QUANTITIES ARE THE

CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED.

STRUCTURAL CONCRETE

ALL CONCRETE CONSTRUCTION MUST CONFORM TO ACI 301, STANDARD SPECIFICATION FOR

STRUCTURAL CONCRETE, AS MODIFIED BY IBC SECTION 1905 AND LOCAL ADOPTED

AMENDMENTS.

ALL CAST-IN-PLACE CONCRETE:

1. EXPOSURE F2, S0, W0, C0 (ACI 318-14, 19.3.1.1)

2. MINIMUM 28-DAY COMPRESSIVE STRENGTH = 4,000 PSI

3. MAXIMUM AGGREGATE SIZE = 3/4"

4. MAXIMUM WATER-CEMENT RATIO = 0.45

5. MAXIMUM CHLORIDE ION CONTENT = 1.00%

6. TARGET AIR CONTENT = 6% (+/-1%), EXCEPT FOR TROWELED INTERIOR SLABS WHICH

MUST NOT EXCEED 3% AIR CONTENT.

7. PROVIDE BROOMED FINISH FOR EXTERIOR CONCRETE PADS.

CONCRETE MUST BE PROPORTIONED TO ACHIEVE A WORKABLE MIX THAT CAN BE PLACED

WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER.

APPLICABLE ASTM STANDARDS:

PORTLAND CEMENT = ASTM C150

AGGREGATE = ASTM C33, NORMAL WEIGHT

WATER = ASTM C1602

WATER REDUCING ADMIXTURE = ASTM C494, TYPE A

CONCRETE PLACED DURING COLD WEATHER MUST CONFORM TO ACI 306. ALL COLD

WEATHER CONCRETE AND CONCRETE EXPOSED TO WEATHER MUST CONTAIN AIR

ENTRAINMENT PER ACI 318-14 TABLE 19.3.3.1.

THE FOLLOWING MINIMUM CONCRETE COVER MUST BE PROVIDED FOR REINFORCEMENT

FOR CAST-IN-PLACE CONCRETE:

A. CONCRETE CAST AGAINST EARTH 3-INCHES

B. CONCRETE EXPOSED TO EARTH OR WEATHER

-#6 AND LARGER 2-INCHES

-#5 AND SMALLER 1½-INCHES

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER 3/4-INCH

ALL CONCRETE REINFORCING MUST BE DETAILED, FABRICATED, LABELED, SUPPORTED AND

SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE LATEST EDITIONS OF

ACI 315, ACI 318, CRSI MSP-1 AND ACI SP-66. DOWELS MUST MATCH SIZE AND NUMBER OF

MAIN REINFORCING.

TYPICAL REINFORCING BARS MUST BE ASTM A615, GRADE 60. LAP SPLICES MUST BE CLASS

B LAPS PER ACI (63 X BAR DIAMETER). LAP SPLICES MAY ALSO ACCOMPLISHED USING

MECHANICAL DEVICES THAT DEVELOP 125% OF THE STRENGTH OF THE REBAR.

ALL WELDED WIRE REINFORCEMENT (WWR) MUST CONFORM TO ASTM A185 OR ASTM A497.

USE 6x6-W1.4xW1.4 SHEETS WHERE INDICATED IN SLABS ON GRADE, SUPPORTED ON

APPROVED CHAIRS AND LAPPED 12-INCHES MINIMUM. FIBER REINFORCEMENT,

CONFORMING TO ASTM C1116, TYPE III MAY BE USED IN LIEU OF SLAB ON GRADE

REINFORCEMENT. USE RECOMMENDED DOSAGE OF MFR, MINIMUM OF 2.5 LB/CU. YD.

CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING STEEL SIZES,

SPACING AND PLACEMENT MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO

FABRICATION. SUBMIT MIX DESIGNS FOR REVIEW PRIOR TO USE.

EMBEDDED ITEMS (CONDUIT AND SLEEVES) MUST NOT BE EMBEDDED IN OR PASS THROUGH

CONCRETE WITHOUT APPROVAL. ALUMINUM ITEMS MUST NOT BE EMBEDDED IN CONCRETE.

SUBMIT CONDUIT LAYOUT AND EMBEDDED ITEM PLANS FOR REVIEW PRIOR TO PLACING

CONCRETE.

NON-SHRINK GROUT MUST BE NON-METALLIC, CONFORMING TO ASTM C1107.

POST-INSTALLED ANCHORS

INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND REQUIREMENTS

OF ICC-ES REPORT. ALL POST-INSTALLED ANCHORS MUST HAVE A CURRENT ICC-ES REPORT

AND BE AUTHORIZED FOR USE IN SEISMIC DESIGN CATEGORY D.

PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ALL POST-INSTALLED ANCHORS, UON.

INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED MUST BE

PERFORMED BY ACI/CRSI CERTIFIED PERSONNEL ONLY AND REQUIRES CONTINUOUS

SPECIAL INSPECTION.

THREADED ROD MUST BE ASTM A36, UON (OR ISO898 CLASS 5.8), TENSILE STRENGTH OF 60

KSI MIN, AND GALVANIZED WHERE EXPOSED TO THE WEATHER.

HOLES MUST BE HAMMER DRILLED. EXISTING BASE MUST BE SCANNED PRIOR TO DRILLING

HOLES. EXISTING REBAR LOCATIONS MUST BE MARKED, AND NEW ANCHOR LOCATIONS

REVISED TO AVOID EXISTING REINFORCING. NO REINFORCING BARS MUST BE CUT TO

INSTALL ANCHORS. ALL DEFECTIVE ANCHOR HOLES MUST BE GROUTED AND A NEW HOLE

DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY.

ADHESIVE ANCHORS FOR THREADED ROD AND REBAR MUST BE ONE OF THE FOLLOWING

(OR AN APPROVED EQUIVALENT):

-DEWALT “PURE110+” (ESR-3298)

-HILTI "HIT-HY 200 V3" (ESR-4868)

-EPCON "A7+" (ESR-3903)

-SIMPSON “SET-XP” (ESR-2508)

EXPANSION ANCHORS MUST BE ONE OF THE FOLLOWING (OR AN APPROVED EQUIVALENT):

-HILTI "KWIK BOLT TZ2" (ESR-4266)

-SIMPSON "STRONG-BOLT 2" (ESR-3037) – 1/4” anchors excluded -DEWALT “POWER-STUD+SD2” (ESR-2502) – 1/4” anchors excluded

SCREW ANCHORS IN CONCRETE MUST BE ONE OF THE FOLLOWING (OR AN APPROVED

EQUIVALENT):

-HILTI “KH-EZ” (ESR-3027)

-SIMPSON "TITEN HD" (ESR-2713)

-ITW "TAPCON+" (ESR-3699)

-DEWALT "SCREW-BOLT+" (ESR-3889)

POWER-ACTUATED FASTENERS (PAF) MUST BE 0.148-INCHES IN DIAMETER AND THE ANCHOR

TYPE AND POWER LOAD MUST BE SUITED TO THE MATERIAL BEING FASTENED AND THE

SUBSTRATE MATERIAL. PRODUCT MUST BE ITW RAMSET/RED HEAD (ESR-1799, 1955 OR 2579)

OR APPROVED EQUAL. SPECIAL INSPECTION IS NOT REQUIRED FOR PAF INSTALLATION.

STRUCTURAL STEEL

MATERIALS:

ALL SHAPES & PLATE: ASTM A36

BOLTS, WASHERS & NUTS: ASTM A307, F436 & A563

HARDENED WASHERS: ASTM F436

ANCHOR RODS: ASTM A36

ALL DETAILING, FABRICATION AND ERECTIONS MUST CONFORM TO AISC SPECIFICATIONS

AND CODES, LATEST EDITION.

ALL WELDING MUST BE DONE BY QUALIFIED WELDERS AND MUST CONFORM TO THE AWS

D1.1 AND D1.8, LATEST EDITIONS. ALL WELDING ELECTRODES MUST BE PROPERLY

CONDITIONED 70 KSI MINIMUM TENSILE STRENGTH, WITH DIFFUSED HYDROGEN LEVELS OF

16ml/g (H16) OR LESS IN ACCORDANCE WITH AWS A4.3.

SHOP WELDS NOT SPECIFIED: USE CONTINUOUS OR ALL-AROUND 3/16" FILLET WELDS.

THERE MUST BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF

OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE ENGINEER.

ALL STEEL MUST BE CLEANED BY METHODS COMPLYING WITH THE STEEL STRUCTURES

PAINTING COUNCIL METHOD SSPC-SP3, POWER TOOL CLEANING. REMOVE OIL, GREASE,

AND SIMILAR CONTAMINANTS.

STEEL EXPOSED TO WEATHER OR INDICATED AS GALVANIZED MUST BE HOT-DIP

GALVANIZED PER ASTM A123. TOUCH-UP AND REPAIR GALVANIZATION MUST CONFORM TO

ASTM A780. FASTENERS MUST COMPLY WITH ASTM A153.

COLD FORMED STEEL

COLD FORMED STEEL MUST MEET ASTM A1003 STRUCTURAL GRADE 50 TYPE H (Fy=50 KSI)

FOR 14 GAUGE (68 MIL) OR 16 GAUGE (54 MIL) MEMBERS AND ASTM A1003 STRUCTURAL

GRADE 33 TYPE H (Fy=33 KSI) FOR 18 GAUGE (43 MIL) AND LIGHTER MEMBERS.

ALL STRUCTURAL MEMBERS MUST BE DESIGNED PER THE AMERICAN IRON AND STEEL

INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS", LATEST EDITION.

USE ONLY ONE MANUFACTURER OF COLD FORMED JOIST THROUGHOUT THE WORK, UNLESS

OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED IN ADVANCE BY THE

ENGINEER. ACCEPTABLE JOIST MANUFACTURERS INCLUDE ANY MEMBER OF THE STEEL

STUD MANUFACTURER'S ASSOCIATION.

PROVIDE ALL ACCESSORIES INCLUDING TRACKS, CLIPS, WEB STIFFENERS, ANCHORS,

FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ITEMS REQUIRED FOR A COMPLETE AND

PROPER INSTALLATION. INSTALL ALL ITEMS RECOMMENDED BY THE MANUFACTURER.

FASTENING OF COMPONENTS MUST BE WITH SELF-DRILLING SCREWS (ASTM C1513) OR

WELDS OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING

OF COMPONENTS MUST NOT BE PERMITTED. ALL WELDS MUST BE TOUCHED UP WITH A

ZINC-RICH PAINT.

UNLESS OTHERWISE INDICATED:

1. STUD AND TRACK SECTIONS TO BE 33 MIL (20 GA).

2. TRACKS MUST BE CONNECTED WITH TWO #8 SCREWS OR PAF TO SUPPORTING

SUBSTRATE AT EACH STUD, OR AN EQUIVALENT EQUAL SPACING;

3. STUDS MUST BE CONNECTED TO TOP AND BOTTOM TRACKS WITH TWO #8 SCREWS,

ONE AT EACH FLANGE;

STRUCTURAL TIMBER

MATERIALS:

DIMENSIONAL LUMBER: HEM-FIR NO. 2 OR BETTER

GLUE-LAMINATED TIMBER: GRADE: DF/DF, 24F-V8; APPEARANCE: INDUSTRIAL GRADE

ENGINEERED LUMBER: 2.0E PSL (PARALLAM, 2900f)

ROOF SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATED 40/20,

NOMINAL THICKNESS: 5/8-INCH

WALL SHEATHING: APA RATED SHEATHING, EXPOSURE 1, SPAN RATED 32/16,

NOMINAL THICKNESS: 1/2-INCH

SHEATHING MUST BE USED IN ACCORDANCE WITH THE RECOMMENDATIONS OF APA, THE

ENGINEERED WOOD ASSOCIATION. PLACE NAILS 3/8-INCH FROM EDGE OF PANELS

INSTALL ROOF SHEATHING WITH THE LONG DIMENSION ACROSS SUPPORTS. STAGGER

ADJACENT PANELS 48-INCHES. ALLOW 1/8-INCH SPACING AT PANEL ENDS AND PANEL

EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.

INSTALL WALL SHEATHING VERTICALLY OR HORIZONTALLY. ALLOW 1/8-INCH SPACING AT

PANEL ENDS AND PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL

MANUFACTURER.

ALL ROOF DIAPHRAGMS MUST BE NAILED:

PANEL EDGES: 10d NAILS AT 4-INCHES ON-CENTER INTERMEDIATE SUPPORTS: 10d @ 12-INCHES ON-CENTER

THERE MUST BE NO FIELD CUTTING OF STRUCTURAL TIMBER MEMBERS FOR THE WORK OF

OTHER TRADES WITHOUT THE PRIOR REVIEW OF THE ENGINEER.

ALL NAILS MUST BE COMMON WIRE SMOOTH SHANK NAILS, PER ASTM F1667, UNLESS NOTED

OTHERWISE. OTHER NAILS PER ESR-1539 ARE ALLOWED WITH NUMBER OR SPACING

ADJUSTMENTS. SUBMIT DEFERRED SUBMITTAL FOR ALTERNATE FASTENERS. NAILING MUST

CONFORM TO TABLE 2304.10.1 OF THE IBC.

NAILS MUST BE DRIVEN FLUSH; HEADS MUST NOT BE DRIVEN BEYOND TIMBER SURFACE.

STANDARD ASTM A307 BOLTS MUST BE USED IN STD HOLES. WASHERS MUST BE USED

UNDER ALL BOLT HEADS AND NUTS CONTACTING WOOD.

ALL AWW LUMBER MUST BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1

STANDARD:

CAT UC2 FOR INTERIOR CONST NOT IN CONTACT WITH GROUND

CAT UC3b FOR EXTERIOR CONST NOT IN CONTACT WITH GROUND CAT UC4a FOR ITEMS IN CONTACT WITH GROUND

MEMBERS MORE THAN 8-INCHES ABOVE ADJACENT GRADE NEED NOT HAVE THIS SPECIAL

PRESERVATIVE TREATMENT, UON. TIMBER FASTENERS USED TO FASTEN SILL PLATES MUST

BE HOT-DIP GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER.

ALLOW A GAP OF 5/8-INCH BETWEEN THE TOP OF NON-BEARING PARTITIONS AND JOISTS

ABOVE. ALLOW THE JOISTS TO DEFLECT UNDER LIVE LOAD WITHOUT TOUCHING THE NON-

BEARING PARTITION.

PRE-MANUFACTURED HARDWARE MUST BE SIMPSON OR APPROVED EQUAL. FASTENERS

FOR METAL CONNECTORS MUST CONFORM TO MANUFACTURER’S RECOMMENDATIONS FOR

THE HIGHEST CAPACITY AVAILABLE FOR EACH CONNECTOR, UNLESS OTHERWISE NOTED.

EXTERIOR HARDWARE EXPOSED TO WEATHER MUST BE HOT DIP GALVANIZED.

SPECIAL INSPECTIONS AND TESTING

THE OWNER SHALL ENGAGE A SPECIAL INSPECTOR PER CHAPTER 17 OF THE IBC. SPECIAL

INSPECTION AND TESTING OF BUILDING STRUCTURE COMPONENTS SHALL BE AS OUTLINED

IN THE SPECIAL INSPECTIONS AND TESTING SCHEDULES. WHERE REQUIREMENTS OVERLAP,

THE MORE STRINGENT IS TO BE USED.

SPECIAL INSPECTION IS NOT REQUIRED FOR COMPONENTS FABRICATED IN AN AISC-

CERTIFIED SHOP APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.

COPIES OF THE SPECIAL INSPECTION AND TEST REPORTS SHALL BE DISTRIBUTED TO THE

AHJ, THE GENERAL CONTRACTOR, THE ENGINEER OF RECORD, AND THE ARCHITECT OF

RECORD. REPORTS SHALL BE COMPLETED DAILY AND DISTRIBUTED ON A WEEKLY BASIS

AND SHALL BE DISTRIBUTED BY THE MONDAY FOLLOWING THE WEEK IN WHICH THE

INSPECTION OR TEST WAS COMPLETED. A COPY OF ALL SPECIAL INSPECTION REPORTS,

DEFICIENCIES, AND CORRECTIVE ACTIONS SHALL BE MAINTAINED AT THE JOB SITE.

STRUCTURAL OBSERVATIONS ARE NOT REQUIRED FOR THIS PROJECT.

CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE OWNER

AND THE AHJ, IN ACCORDANCE WITH IBC 1704.4. THE STATEMENT SHALL ACKNOWLEDGE

AWARENESS OF THE SPECIAL REQUIREMENTS OF THE QUALITY ASSURANCE PLAN;

ACKNOWLEDGE THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE

CONSTRUCTION DOCUMENTS; IDENTIFY PROCEDURES FOR EXERCISING CONTROL; THE

METHOD AND FREQUENCY OF REPORTING, AND THE DISTRIBUTION OF REPORTS; AND

IDENTIFY PERSONS THAT WILL EXERCISE CONTROL AND THEIR QUALIFICATIONS.

A K

AF AL

T S

TA

E O

49 TH

S

MICHAEL R FIERRO

No. SE 14017

R

EG IS T ER E D P R O F E S S IO NA L ENG IN

EER

NOTIF…