3-STH GEK Floor Plans 2.pdf

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SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

ISSUE TYPE:

DRAWN BY:

CHECKED BY:

REVISIONS

PROJECT#:

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HOMELESS RESOURCE CENTER

131 E 700 S

SALT LAKE CITY

GERALDINE E

KING WOMEN'S

CENTER

CODE PLAN - LEVEL 1

AREA B

04/02/2018

PERMIT REVIEW SET

ajc

Checker

AE003

1716.02

3/32" = 1'-0"

LEVEL 1 - AREA B CODE PLAN

GENERAL NOTES AND LEGEND:

• SEE SHEET GI002 FOR GENERAL NOTES.

• SEE TITLE SHEET FOR DRAWING INDEX.

• DO NOT SCALE DRAWINGS.

• CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE ARCHITECT

ANY ERRORS, INCONSISTENCIES OR OMISSIONS BEFORE BEGINNING WORK. SEE

GENERAL NOTES AND SPECIFICATIONS.

• SEE SHEETS AE620 - AE623 FOR FINISH LEGEND & ACCESSORY SCHEDULE.

• SEE SHEETS GI003 & GI004 FOR ADA REQUIREMENTS.

• SEE SHEET AE700 FOR SIGN SCHEDULE.

UL NOTESFIRE PROTECTION NOTES

OCCUPANCY CALCULATION

CODE LEGEND:

N

0'

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

16'8' 48'32'

KEY PLAN

A

B

CONSTRUCTION SHALL NOT COMMENCE UNTIL FIRE DEPARTMENT ACCESS ROADS ARE

INSTALLED WITHIN 100 FEET OF ALL EXTERIOR WALLS OF THE FIRST FLOOR AND FIRE

HYDRANTS ARE INSTALLED, AND REQUIRED FIRE FLOW IS PROVIDED. AS REQUIRED

IN INTERNATIONAL FIRE CODE (IFC) SECTION 3312

REQUIRED MEANS OF EGRESS AND FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED

DURING CONSTRUCTION . FIRE PREVENTION BUREAU STAFF SHALL APPROVE REVIEW OF

ANY EXITING ALTERATIONS. AS REQUIRED IN IFC SECTION 3311

AUTOMATIC FIRE SPRINKLER, FIRE SUPPRESSION AND FIRE ALARM SYSTEMS WHEN TAKEN

OUT OF SERVICE ARE REQUIRED TO HAVE THE FIRE PREVENTION BUREAU NOTIFIED. THE

DURATION OF TIME AND THE DATE MUST BE STATED TO INCLUDE THE DATE WHICH THE

FIRE PROTECTION EQUIPMENT WILL BE PLACED IN SERVICE. AS REQUIRED IN IFC

CHAPTER 33.

ALL DEFERRED (IBC 107.3.4.1) SUBMITTAL ITEM(S) NEED TO BE SUBMITTED WITHIN A

TIMELY MANNER (30 CALENDAR DAYS OF THE ORIGINAL BUILDING PERMIT ISSUANCE

DATE). THE FINAL INSPECTION APPROVAL (IBC 110.3.10) CANNOT BE ISSUED AND NO

BUILDING OR STRUCTURE CAN BE USED OR OCCUPIED (IBC 111.1) UNTIL ALL THE

DEFERRED SUBMITTED ITEMS ARE APPROVED BY THE BUILDING OFFICIAL.

PROVIDE A MINIMUM 2A:10 BC RATED FIRE EXTINGUISHERS WITHIN 75-FOOT TRAVEL

DISTANCE TO ALL SPACES IN THE STRUCTURE. DURING CONSTRUCTION, ALTERATION OR

DEMOLITION IN THE FOLLOWING AREAS AS REQUIRED IN IFC CHAPTER 33.

• AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE

MATERIALS HAVE ACCUMULATED.

• IN EVERY STORAGE AND CONSTRUCTION SHED.

• ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE

SPECIAL HAZARDS EXIST INCLUDING, BUT NOT LIMITED TO, THE STORAGE

AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.

ALL FIRE PROTECTION AND DETECTION SYSTEMS SHALL HAVE THE PIPING AND WIRING

EXPOSED FOR INSPECTION. THE POPING AND WIRING MAYBE COVERED AFTER THE FIRE

INSPECTION OF THE SYSTEMS HAS BEEN SATISFACTORY.

FLOOR CARPET SHALL BE TESTED IN ACCORDANCE TO NATIONAL FIRE PROTECTION

ASSOCIATION STANDARD 253 AND BE A CLASS I (0.45 WATTS/CM2) IN CORRIDORS, EXIT

ENCLOSURES, EXIT PASSAGEWAYS AND CLASS II (0.22 WATTS/CM2) IN ALL ROOMS AND

AREAS.

CEILING TILE SHALL BE LISTED AND TESTED AMERICAN SOCIETY OF TESTING MATERIALS

(ASTM) E 84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450. IF THE

CEILING TILE IS A COMPONENT PART OF A PLENUM SYSTEM THEN IT SHALL BE LISTED

AND TESTED AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) E 84 AND HAVE A

FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-50.

FIRE ALARM SYSTEM SHALL BE INSTALLED WHEN THERE ARE EXTINGUISHING SYSTEMS IN

THE BUILDING FOR OCCUPANT NOTIFICATION. FIRE ALARM SYSTEM HORN AND STROBE

SHALL BE INSTALLED UNLESS WITHIN THE AREA APPLIANCES ARE INSTALLED AND THE

AREA HAS THE REQUIRED DB RATING AS PRESCRIBED IN INTERNATIONAL FIRE CODE

907.5.2.1.1 & VISIBLE REQUIREMENTS IN SECTION 907.5.2.3

THERMAL AND SOUND INSULATION AND COVERING OVER PIPE AND TUBING WHICH

ARE INSTALLED IN CONCEALED PLENUM SPACES SHALL BE TESTED IN ACCORDANCE

WITH ASTM E 84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-50.

RETURN AIR PLENUM COMPONTENTS SHALL BE TESTED PER ASTM E-84.

IF FIELD CONDITIONS DO NOT MATCH REQUIREMENTS OF TYPICAL DETAILS, APPROVED

ALTERNATE DETAILS SHALL BE UTILIZED. FIELD CONDITIONS AND DIMENSIONS NEED TO

BE VERIFIED FOR COMPLIANCE WITH THE DETAILS, INCLUDING BUT NOT LIMITED TO TYPE

AND THICKNESS OF FIRE-RATED CONSTRUCTION. THE MINIMUM ASSEMBLY RATING OF

THE FIRESTOP ASSEMBLY SHALL MEET OR EXCEED THE HIGHEST RATING OF THE

ADJACENT CONSTRUCTION.

IF ALTERNATE DETAILS MATCHING THE FIELD CONDITIONS ARE NOT AVAILABLE,

MANUFACTURER'S ENGINEERING JUDGMENT DRAWINGS ARE ACCEPTABLE.

ENGINEERING JUDGMENTS SHALL FOLLOW THE INTERNATIONAL FIRESTOP COUNCIL

(IFC) GUIDELINES FOR EVALUATING FIRESTOP SYSTEMS ENGINEERING JUDGMENTS.

REFERENCES:

· UL FIRE RESISTANCE DIRECTORY; CURRENT EDITION.

· NFPA 101 LIFE SAFETY CODE

· ALL GOVERNING LOCAL AND REGIONAL BUILDING CODES

FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF ASTM E1966 (UL 2079)

TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO THAT OF THE

SURROUNDING CONSTRUCTION.

EGRESS NOTE:

• EGRESS THROUGH INTERVENING SPACES SHALL COMPLY WITH IFC SECTION 1016.2

MARK DATE DESCRIPTION

3 18-04.24 Addendum #3

7 18-05.02 Fire Code Comments R2

8 18-05.09 City Comments R3

11 18-05.29 ASI-002

50 18-12.03 PR-005